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HomeMy WebLinkAbout01_Scope Dune Palms_Draft Final_2014 02 28_Clean Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 1 February 28, 2014 Phase 1 – Project Approval and Environmental Documents (PA&ED) Task 1: Project Management. The Consultant will manage the project by tracking the schedule, budget, QA/QC and value of the products produced. Our Project Management approach is highlighted by an aggressive strategy to identify and pursue those critical, long lead time issues that need to be initiated early in the project development process. Work will include:  Continuous coordination with stakeholders such as the City, Caltrans, Coachella Valley Water District, Private and Public Utilities, etc.  Budget preparation for each task and milestone tracking for the project  Monthly expenditure report preparation by task and milestone for the project  Project schedule planning including milestones, project activities and deliverables  Monthly progress reports accompanied by an invoice  Lead monthly project status meeting  Attend public outreach meetings  Preparation of a Project Management Plan  Monitoring critical path items in a proactive manner  Monitor long lead items such as Caltrans reviews and approvals, CVWD coordination, Utility Relocations, RW acquisition and City review process In addition to the PDT meetings with the project team, we will work hand-in-hand with our Environmental Lead and City Staff, as needed to provide and exchange technical data and environmental input. This proactive relationship will be essential to the success of the project. Deliverables: Meeting Agenda, Exhibits, Deliverables Log, and updated project schedules Task 2: Environmental Clearance (CEQA & NEPA) This task will be completed in the following five subtasks in conjunction with the above task. The environmental clearance will include those areas directly affected by the construction as well as potential construction staging areas (top of the channels, vacant land at the southeast corner of the project and City owned property to the north of the project along Dune Palms Road) that may be utilized by the contractor in their construction operations. Task 2.1 Project Kick-Off and Project Description. Our work program will be initiated with an Early Coordination Meeting with the PDT that will define in accordance with the Caltrans PES recommendations, the parameters of the analysis, scheduling and understanding of the project. Based upon concept plan information and supporting data developed under separate engineering tasks, Consultant will draft a preliminary project description for review and approval by City, District 8 staff, and other PDT members as determined necessary. Task 2.2 Research and Investigation. Consultant will evaluate the necessary information with respect to the proposed project. Project research will include coordination with appropriate CITY departments to acquire relevant environmental data, previous studies for the area and other available files, exhibits, maps and reference documents. The initial investigation will include a site Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 2 February 28, 2014 visit with Project Development Team (PDT) members, review of existing land uses and environmental conditions and a photographic recording of on-site and surrounding uses. Task 2.3: Preliminary Environmental Study (PES). In accordance with current Caltrans Guidelines, Consultant will prepare a PES for the project in support of the engineering and design services to be provided by the Consultant project engineer. Consultant will meet with City staff, the Consultant project engineer, and Caltrans to define the project description and schedule and to develop a mutual understanding of the issues and impacts of the project. During this task, Consultant will review existing information and participate in a field review of the project site with the Consultant project engineer, the City, and Caltrans. Consultant will prepare a draft PES form (using the standard Caltrans form) prior to the site meeting with the Consultant project engineer, the City, and Caltrans. The draft PES will be reviewed and revised, if necessary, per discussions at the field meeting. Then, the PES will be submitted to Caltrans for signature and distribution to the project team. Consultant’s technical staff will attend one field meeting (site visit) as required by Caltrans to discuss possible environmental issues with its staff. Task 2.4: Technical Studies. In accordance with Caltrans and FHWA current procedures and guidelines, Consultant and others will prepare the required technical reports for the project, which will be included as appendices to the environmental documentation. It is anticipated for this project to obtain federal approval, the following technical studies will be required: Hazardous Waste Initial Site Assessment; Cultural Resources, Noise Analysis, Traffic Study, Air Quality Report, Water Quality Assessment, Floodplain Evaluation Report , Visual Impact Assessment, Land Use and Community Impact Analysis, and Biological Resources/Natural Environment Study (NES) The proposed scope of these environmental studies will be reviewed and confirmed with Caltrans at the initial field review meeting. Consultant shall provide to the City and Caltrans the required number of hard copies and PDF copy of all studies and documents for review and for project files. The following technical studies will be prepared by Consultant: (Biological) Natural Environment Study-Minimal Impact (NES-MI). Consultant will conduct a literature review to assist in determining the existence or potential occurrence of sensitive plant and animal species on the project site or in the vicinity. Federal and State lists of sensitive species and current database records, including the California Natural Diversity Data Base (California Department of Fish and Game, only the locality record numbers) and the California Native Plant Society’s Electronic Inventory of Rare and Endangered Vascular Plants of California (Skinner, et al., 2007), will be examined. In accordance with Caltrans guidelines, Consultant will submit a letter to the U.S. Fish and Wildlife Service requesting a list of threatened and endangered species known from the project vicinity. The results of the records search will be summarized in a table and included in the NES. The Biological Study Area (BSA) will be determined through coordination with a Caltrans Biologist. The fieldwork will be conducted by qualified Consultant biologists in order to document the presence/absence of sensitive biological resources (e.g., species or habitats), or to determine the potential for occurrence of such resources that may not be detectable when the fieldwork is conducted. The location of any sensitive biological resources present on site, including plants and plant communities, will be mapped. For qualification of a NES-MI, certain criteria will apply:  Of limited scope and impact.  Minor A or B projects that do not require consideration of both context and intensity Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 3 February 28, 2014 (a) Context. The significance of an action must be analyzed in different circumstances, such as society as a whole (human, national), the affected region, the affected interests, and the locality. An impact's level of significance varies with the setting (context) of the proposed action. For instance, in the case of a site-specific action, significance would usually depend upon the effects in the locale rather than in the world as a whole. Both short-term and long-term effects are relevant. (b) Intensity. The intensity of an impact refers to the severity of impact. Responsible officials must bear in mind that more than one agency may make decisions about partial aspects of a major action. The following should be considered in evaluating intensity:  Not ordinarily intended for projects involving listed species.  May be used in conjunction with cumulative project impacts where the biological issues are limited to those covered in the NES-MI. If the project scope is expanded to a full NES, a revised scope and fee will be submitted to the City. A jurisdictional delineation, described below, will be conducted as part of this NES-MI. Additional focused surveys that may be required are described in the Potential Additional Technical Studies section below. Consultant will prepare an NES-MI that will include a description of the field methods used and the results of the biological evaluation of the project area. The report will include a list of plant and animal species present within the project area and a general description of the plant communities occurring. The proposed scope of services includes preparation of a draft NES-MI to be reviewed by (1) the City of La Quinta, and (2) Caltrans. Natural Environmental Study (NES). If required by Caltrans and authorized by the City, Consultant will prepare an NES for the project. Biological documentation collected by the City for the project, including results of focused surveys and general surveys conducted by Consultant, would be reviewed and summarized in the NES. A list of species expected to occur at the projects would be obtained from the U.S. Fish and Wildlife Service through the project coordinator at Caltrans District 8. A list of potential sensitive biological resources for the project and other biological issues that would need to be addressed would also be obtained from the project coordinator at Caltrans. Consultant Biologists will conduct an updated literature review of species that have been recorded as occurring near the projects within the California Natural Diversity Data Base and the California Native Plant Society’s online inventory. Consultant will conduct a field visit to characterize the existing biological resources on-site that may be affected by project construction and to conduct a survey for sensitive plant species. This survey would be conducted on foot, at a time of day that is conducive to making wildlife observations and during a time at which plant species are most likely to be detectable. To the extent practicable, the field work would be conducted concurrently with the jurisdictional wetland delineation field work or other studies to maximize the efficient use of resources. Using the existing public data, results of the field work and any additional data collected, Consultant will compile a biological profile of the project area. The profile will characterize biological constraints of the project and describe the Biological Study Area (BSA). Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 4 February 28, 2014 If determined to be necessary based on the field findings, Consultant biologists will begin consultation with the U.S. Fish and Wildlife Service (USFWS) and the California Department of Fish and Wildlife (CDFW) representatives. During the consultation, Consultant will provide the agencies a description of the proposed project and the results of the literature review and survey work. All communication with the agencies will be documented in writing for reference within the NES. Should the consultation with the agencies result in unforeseen focused surveys being recommended, we may need to amend this task. Consultant would prepare an NES for the project that describes the existing biological environment at the project site, based on the results of new survey work and research conducted. The document will incorporate any agency consultations that arise out of project coordination meetings. The NES will be prepared concurrently with the CEQA document, being prepared by others, and will be consistent with both that document and any associated technical studies. The NES would clearly identify the BSA, along with any project impacts, temporary and permanent, and proposed project mitigation measures for biological resources. The NES will also incorporate the most current engineering design and full project description and conform to the standards of Caltrans District 8. ECORP assumes one draft report, followed by one round of review by both the City and Caltrans District 8, and preparation of a final report based on those comments. Focused Surveys for Special Status Species. Based on the results of a preliminary literature review, the proposed project may have potential effects to the following special status species:  Coachella Valley and triple-ribbed milk vetch (federally endangered) (spring survey period)  Burrowing owl (State species of special concern) (no timing restrictions on surveys)  Palm Springs round-tailed ground squirrel (federal candidate/State species of special concern) (late spring/early summer survey period). If the general biological field survey reveals that suitable habitat is present for the above species, or any other species identified during the preparation of the NES-MI, then additional surveys may be required in order to determine the presence or absence of such species. The scope of these surveys would be dependent on the extent of habitat to be surveyed for a particular species, and coordination with the U.S Fish and Wildlife Service (USFWS) and/or California Department of Fish and Game (CDFG) as appropriate. Since the scope and nature of the surveys has not yet been determined, the cost for focused surveys cannot be accurately estimated. However, an estimate of costs has been included based on a two-acre focused survey study area for each species listed above. In the event that sensitive species are found and the criteria for a NES-MI does not apply, a revised scope and fee for a NES will be submitted to the City. The revised scope will include any sensitive resources that are found on the site, In this case Consultant will prepare a NES that will include a graphic displaying the location of the sensitive plant communities on site and any sensitive biological resources observed. Tables describing sensitive species and their habitats that are present or potentially present will also be provided in the report. This report will also identify and assess project impacts on the existing biological resources, including any sensitive species. Mitigation measures will also be included as necessary. These mitigation measures may be conceptual (i.e., specific restoration plans are not included in this scope). Consultant will prepare letter reports summarizing the results of any necessary focused surveys. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 5 February 28, 2014 If threatened or endangered species may be affected by the project, coordination with the USFWS and CDFG will be required for compliance with the Federal/State Endangered Species Acts that are not included in this scope of work. Endangered Species Act Biological Assessment. In the event that endangered species (i.e., Coachella Valley milk-vetch or triple-ribbed milk-vetch) or critical habitats are present and this work activity is authorized by the City, Consultant will be available to provide assistance with the Endangered Species Act Section 7 Consultation process, including preparation of the Biological Assessment, attendance at meetings, coordination with the project team, responding to information requests from the U.S. Fish and Wildlife Service, and researching mitigation options. Assistance with the Section 7 Consultation process, if necessary, is an additional task and is not included in the proposed scope of services; this task is identified for informational purposes only. Until the field- work and NES-MI have been completed, the cost for preparation of a Biological Assessment and associated Section 7 Consultation services cannot be accurately estimated. Jurisdictional Delineation. Consultant will complete a focused wetland delineation according to the Corps 2006 Interim Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Arid West Region, the new currently accepted methodology. Consultant anticipates that a routine delineation, tailored to the site characteristics, will be adequate. If the City has access to photographs of the roadway during previous storm events, such information will be very useful. Consultant also will complete a jurisdictional “waters of the U.S.” determination according to current Corps standards. The results of the delineation will be presented in a detailed report that will include mapping of any wetland areas and jurisdictional areas. Please note the results of the delineation are subject to verification by the Corps and CDFG, which verification will be conducted as part of this task. Note: This task is needed for the IS. Further actions coordinating the delineation will be completed while permitting the project. Cultural and Paleontological Resources. The purpose of the project’s cultural and paleontological studies will be to comply with applicable laws, notably the California Environmental Quality Act (CEQA), National Environmental Policy Act (NEPA), and the National Historic Preservation Act (NHPA). Because compliance with NHPA is accepted by the State as evidence of CEQA compliance, our approach will be to implement the consultation process specified in the NHPA regulations (36 CFR 800) by following the detailed guidance set forth in Caltrans’ Standard Environmental Reference, Vol. 2: Cultural (SER). This will also result in NEPA compliance with respect to cultural and paleontological resources. Because the Federal Highway Administration (FHWA) has delegated to Caltrans its responsibilities for compliance with NHPA Section 106 as it pertains to administration of the Federal-Aid Highway Program in California, notably the Federal Bridge Replacement Program, our performance of the work specified in the SER will ensure that Caltrans, and thus FHWA, fully meets its obligations under NHPA and NEPA with regard to the project’s potentially significant cultural and paleontological resources. Upon award of the contract and in coordination with Caltrans District 8 Professionally Qualified Staff (PQS) and the District Local Assistance Engineer, we will define the project’s Area of Potential Effects (APE) for paleontological, archaeological, and built environment resources and prepare a draft APE map for Caltrans approval. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 6 February 28, 2014 Archival and library research will also be completed to determine the existence of previously recorded cultural and paleontological resources within the project boundaries plus a one mile radius of the proposed project site. Records pertaining to paleontology will be searched at the Department of Earth Sciences, San Bernardino County Museum and in published sources. In addition, geological maps and paleontological literature will be reviewed. Records and historical maps pertaining to archaeology and history will be searched at the Eastern Information Center, housed at the University of California, Riverside. A record search for sacred lands will be requested from the Native American Heritage Commission. In addition, we will send subsequent letters to all Native Americans the Commission recommends be contacted to ascertain if known Native American archaeological resources are present within or immediately adjacent to the proposed project site. Likewise, local historic preservation groups will also be contacted by letter to solicit any information regarding historical properties within or immediately adjacent to the proposed project site. This background research will be required to provide brief contexts for evaluating potentially significant cultural and paleontological resources that may be affected by the proposed project. An intensive field survey of the project APE will be completed and all potentially significant archaeological, historical, and/or architectural properties will be fully documented on the appropriate State of California Department of Parks and Recreation Site Record Forms. Any cultural resources observed will be photo documented and their location recorded using a high resolution GPS device (Trimble). Two people can complete the survey in one day including travel. In accordance with Caltrans’ SER, deliverables at the completion of our studies will be a Historic Properties Survey Report (HPSR) with an appended Archaeological Survey Report (ASR). A combined Paleontological Identification Report and Paleontological Evaluation Report (PIR/PER) will also be prepared as part of the project. Project-specific mitigation pertaining to cultural and paleontological resources will also be recommended as appropriate in the HPSR and PIR/PER. Finally, and in consultation with Caltrans District 8 PQS and the State Historic Preservation Officer (SHPO), a Finding of Effect (FoE) report will be prepared which will Concur on No Effect, No Adverse Effect with Standard Conditions. Deliverables:  Draft HPSR, Draft ASR, and Draft PIR  Final HPSR, Final ASR, and Final PIR  Comments will be addressed until final approvals are obtained Air Quality Report. Consultant will prepare an air quality analysis per Caltrans and the South Coast Air Quality Management District’s (SCAQMD) CEQA regulations for the Salton Sea Air Basin (SSAB), NEPA, CEQA, and FHWA requirements and guidelines, as well as consultation with Caltrans staff. The following outlines the analysis that will be prepared for inclusion into the air quality technical study: Carbon Monoxide Screening. At the local level, Carbon Monoxide (CO) concentrations will be analyzed per the methodology contained within the Transportation Project Level Carbon Monoxide Protocol (UCD-LTS-RR-97-21) developed by the Institute of Transportation Studies. Particulate Matter Hot Spots. As of March 10, 2006, future qualitative PM2.5 and PM10 hot-spot analyses should be based on the Transportation Conformity Guidance for Qualitative Hot-Spot Analyses in PM2.5 and PM10 Nonattainment and Maintenance Areas, which was adopted on March Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 7 February 28, 2014 2006. The PM10 Interagency Consultation Form will be prepared and submitted to the Southern California Association of Governments Transportation Conformity Working Group. The findings of the interagency consultation will be documented in the Air Quality Report. Mobile Source Air Toxics (MSAT). Given the emerging state of the science and of project-level analysis techniques, there are no established criteria for determining when MSAT emissions should be considered a significant issue. Consultant will utilize the FHWA tiered approach for analyzing MSATS. The MSAT analysis will address benzene, formaldehyde, acetaldehyde, diesel particulate matter/diesel exhaust organic gases, acrolein, and 1,3-butadiene. Air Quality Management Plan Consistency. A review of the project’s consistency with the Southern California Association of Governments Regional Transportation Plan will be performed to verify if the project meets Federal Conformity requirements as set forth by the Clean Air Act Amendments. An examination of the projects regional impacts will be provided in the Technical Air Quality Assessment. Construction Emissions. Air quality impacts from grading and construction sources will include the equipment used, length of time for a specific construction task, equipment power type (gasoline or diesel engine), horsepower, load factor, and percentage of time in use. Exhaust and dust emissions from worker commutes and equipment travel will also contribute to the construction emissions. Fugitive dust emissions would result from wind erosion of exposed soil and soil storage piles, grading operations, and vehicles traveling on paved and unpaved roads. Consultant will qualitatively evaluate the construction emissions commensurate with available project-specific information. Standard measures for construction activities recommended by the SCAQMD will be identified and incorporated as part of the project’s standard conditions. Additionally, the analysis will address Caltrans Standard Specifications for Construction. Naturally Occurring Asbestos. Consultant will qualitatively assess naturally occurring asbestos based upon a review of the United States Geologic Survey (USGS) Preliminary Geological Map. The review will determine whether the site is underlain by Serpentine and Peridotite deposits. FHWA Conformity. In August 2007 the California Department of Transportation (Caltrans) began requiring a specialized Federal Conformity Analysis and Checklist for all projects, which had Federal funding or involvement. Based on this new submittal requirement, consultant will complete the Conformity Analysis Documentation and prepare additional air quality documentation for submittal to FHWA. Pursuant to recent guidance from FHWA and Caltrans, separate air quality documentation is required for FHWA review and approval. Additionally, FHWA requires a separate standalone Air Quality Assessment document, focusing only on conformity provisions of the Clean Air Act Amendments (CAAA). The additional FHWA documentation includes the Conformity Analysis checklist, which highlights criteria from the Code of Federal Regulations (40 CFR 93.102 through 93.123) and US DOT and EPA Guidance. Pursuant to the State Assumption of Responsibilities section of the Environmental Streamlining Act (Section 6005) of Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users (SAFTEA-LU) the following issue areas will be addressed within the Conformity Analysis Documentation Checklist and standalone report: Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 8 February 28, 2014  Document the applicable pollutants and precursors for which EPA designates the area as nonattainment or maintenance. Describe the nonattainment or maintenance area and its boundaries.  Document whether a new conformity determination is required;  Document which conformity criteria apply based on the proposed action, relevant pollutants, and the status of the implementation plan;  In CO, PM10, and PM2.5 nonattainment and maintenance areas, document that the hot- spot test required by 93.116(a) and, as applicable, 93.11(b) are satisfied;  Document the use of latest planning assumptions (source and year) at the “time the conformity analysis begins,” including current and future population, employment, travel and congestion;  Document the use of the most recent available vehicle registration data;  Document assumptions for current and future background air quality concentrations;  Document the use of the latest emissions model approved by EPA;  Document fulfillment of the interagency and public consultation requirements outlined in a specific implementation plan according to §51.390;  Include documentation of consultation on conformity tests and methodologies;  Document the name of the currently conforming RTP and RTIP and the date of the FHWA/FTA conformity determination on those documents;  Document that the project is included in the regional emissions analysis for the RTP and RTIP and that the project’s design concept and scope have not changed significantly;  Document that the project does not cause or contribute to any new localized particulate matter or CO violations or increase the frequency of an existing violation during the timeframe of the transportation plan (or regional emissions analysis). For particulate matter non-attainment or maintenance areas, document whether the project was determined, through interagency consultation, to be a “project of air quality concern” per §93.123(b)(1);  Document that the project eliminates or reduces the severity and number of localized CO violations in the areas substantially affected by the project;  Document that the project complies with any PM10 or PM2.5 control measures in the applicable attainment plan;  Document how the required procedures, including the Project-Level Carbon Monoxide Protocol, were met for CO hot-spot analyses;  Document that the assumptions used in the hot-spot analyses are consistent with those used in the regional emissions analysis;  Include written commitments, consistent with §93.125 or an approved conformity SIP, for mitigation or control measures assumed in the hot-spot analysis; and  Document the length of the project construction period and whether or not construction emissions were considered in the hot-spot analysis. Consultant will evaluate the proposed project’s impacts to long-term mobile source air toxics (MSAT) using the Interim Guidelines on Air Toxic Analysis in NEPA Documents (FHWA, February 2006). In addition, Consultant will discuss the proposed project’s impact on global warming and climate change. Construction would occur during implementation of the proposed project. Air quality impacts from demolition, grading, and construction sources will be analyzed based on the equipment used, length of time for a specific construction task, equipment power type (gasoline or diesel engine), equipment emission factors approved by the EPA (AP-42 Handbooks), horsepower, load factor, and percentage of time in use. Exhaust and dust emissions from worker commutes and equipment Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 9 February 28, 2014 travel will be calculated based on available information regarding these activities. Fugitive dust (PM2.5 and PM10) emissions would result from wind erosion of exposed soil and soil storage piles, grading operations, and vehicles traveling on paved and unpaved roads. Emissions associated with asphalt paving will be calculated when specific data are available. Emission factors included in the SCAQMD's CEQA Air Quality Handbook will be used for construction dust emission estimates. These emissions will be calculated based on construction information available and provided to Consultant. Deliverables:  Draft AQR  Final AQR  Comments will be addressed until final approvals are obtained Noise Impact Analysis. Consultant will prepare a Noise Impact Analysis assessing the project’s potential effects on existing and future noise conditions. Consultant will review applicable State (Caltrans), City of La Quinta (City), and land use compatibility criteria for the project area. Noise standards regulating impacts, including the Caltrans Noise Abatement Criteria (NAC); standards included in the City Noise Ordinances will be discussed for land uses adjacent to the project. Using land use information, aerial photographs, and field reconnaissance, Consultant will identify areas with potential future noise impacts and will include a discussion of any existing sensitive uses in the project vicinity. Existing roadway traffic noise will be calculated as baseline conditions, using traffic data included in the traffic study for the proposed project. Construction Noise Impacts. Construction would occur during implementation of the proposed project. Consultant will analyze noise impacts from construction sources based on the equipment expected to be used, length of specific construction task, equipment power type (gasoline or diesel engine), horsepower, load factor, and percent of time in use. EPA-recommended noise emission levels will be used for the construction equipment. The construction noise impacts will be evaluated in terms of maximum noise levels (dba Lmax), and the frequency of occurrence at adjacent sensitive locations. Analysis requirements will be based on the sensitivity of the area and the Noise Ordinance specifications of the City. Initial Site Assessment (ISA). Consultant will prepare a Hazardous Waste Initial Site Assessment (ISA) in accordance with Caltrans guidelines and in general accordance with the American Society of Testing and Materials (ASTM) Designation E 1597-05, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. The following tasks will be conducted as part of this evaluation:  Consultant will conduct an agency records database search to identify hazardous waste sites located within and in the vicinity of the study area and classified as hazardous waste under State law. The records search will also identify business types located within and in the vicinity of the study area that store, transfer, or use large quantities of hazardous materials. This information will be obtained from records maintained by federal, State and local agencies. Consultant will utilize a database service to perform this search.  Historic land use information for the study area will be reviewed to determine whether previous uses in the project area may have resulted in hazardous waste contamination. This information may include historic aerial photographs, historic USGS maps, Sanborn Fire Insurance Maps, Oil and Gas maps, groundwater depth/flow data, City directories, County Assessor’s data, and building permits. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 10 February 28, 2014  Consultant will conduct a visual survey of the study area via public right-of-way to identify any obvious areas of hazardous waste contamination.  If hazardous waste sites are identified within the study area (via governmental records and/or the visual survey), Consultant will review available public records for up to three parcels at the appropriate oversight agency to determine the potential impact to the project.  Consultant will prepare a report that presents findings and recommendations based on the site survey and historical records review. This scope of work does not include review of private records or interviews with private property owners. Land Use and Community Impact Assessment. Consultant will prepare a Community Impact Assessment (CIA) in accordance with the guidelines found in the FHWA Technical Advisory T6640.8a and Caltrans Community Impact Assessment Handbook (1997). Based on the scope of the project as presented in the RFP, relevant discussions of socioeconomic impacts might be included in the IS without a separate report. The CIA will evaluate the proposed project's socioeconomic impacts utilizing current demographics and current assessor parcel information and complying with guidelines provided in the Caltrans community impact assessment handbook (June 1997). The CIA will provide a description of existing land use, housing, employment, and population conditions near the project site. The discussion of socioeconomic impacts shall address the potential impacts on the residential population and local business community, including land use compatibility, neighborhood cohesion, tax revenue loss, and employment impacts. Socioeconomic impacts are anticipated to be minor considering the nature of the proposed property acquisitions. The CIA shall also address the project's consistency with relevant local, regional, and state regulations and plans. The CIA will also address environmental justice considerations. A summary will be included identifying the conclusions of the draft relocation impact statement. Recommendations to avoid, minimize, or mitigate potential socioeconomic impacts shall be identified where feasible. Deliverables:  Draft CIA  Final CIA  Comments will be addressed until final approvals are obtained Water Quality Assessment (WQA). Consultant will prepare a Water Quality Assessment (WQA) for the proposed project. The study will: (1) identify the sources of sediment and other pollutants affect the quality of storm water discharges and (2) to describe practices to reduce sediment and other pollutants in stormwater discharges generated from the construction site. Standard control measures will be recommended. The WQA will provide a preliminary broad overview of available methods to reduce sediment, pollutants, and other construction related debris from impacting stormwater quality. Deliverables:  Draft WQA  Final WQA  Comments will be addressed until final approvals are obtained Traffic Technical Memo Analysis. Consultant will conduct a traffic analysis for the Dune Palms bridge improvements. Consultant will collect AM and PM peak hour intersection counts and will collect 24 hour traffic counts. Based on the traffic data, level-of-service calculations will be Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 11 February 28, 2014 generated for the intersections existing and future average daily trips (ADTS) will be generated. The Dune Palms bridge improvements are not capacity increasing, therefore no traffic mitigation is anticipated and a traffic technical memo is expected to adequate. Deliverables:  Draft Traffic Technical Memo  Final Traffic Technical Memo  Comments will be addressed until final approvals are obtained Visual Technical Memo. A Visual Technical Memo (VTM) should be considered for every project that has the potential to change the "visual" environment. The level of assessment for the VTM can range from "no formal analysis" to a "complex analysis" and is determined by many factors such as: numbers of viewer groups affected; existence of scenic resources; degree and totality of the proposed changes in the visual environment; local concerns or project controversy; and cumulative impacts along the transportation corridor. In order to establish the need and level of study for a VTM, a preliminary evaluation is performed to determine if the project will cause any physical changes to the environment. Projects that replace or rehabilitate existing facilities (e.g., pavement overlay, striping, sign replacement), and do not constitute a change in character to those facilities, will not require a formal analysis. This preliminary evaluation includes activities such as conducting a site visit to inventory the scenic resources of the project site, estimating potential changes to that character, and identifying viewer groups and public concerns or opposition to the proposal. The intent of the screening is to formally document that a full VIA is not required for the project or to utilize the screening analysis as the scenic resource evaluation should no scenic resources be identified. The Consultant team has had significant success with this approach on projects similar in scope; however, this approach is ultimately subject to approval by the Department. Deliverables:  Draft VTM  Final VTM  Comments will be addressed until final approvals are obtained Floodplain Encroachment Report. Summary Floodplain Evaluation Report will be prepared based on the findings of the local hydraulic study and the hydraulic modeling of the proposed project. The report will detail the project description; alternatives to encroachment; impacts of the project on incompatible development; impacts of the project on natural and beneficial floodplain values; and measures to minimize floodplain impacts. This report will be prepared using the Summary Floodplain Encroachment Report format provided in the Caltrans Standard Environmental Reference (SER). Deliverables:  Draft Floodplain Evaluation Report  Final Floodplain Evaluation Report  Comments will be addressed until final approvals are obtained Task 2.5: Categorical Exclusion/Initial Study Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 12 February 28, 2014 Draft Preliminary Environmental Evaluation. Working in consultation with the relevant agencies, Consultant will prepare a draft statement of NEPA purpose and need, along with the CEQA Project Objectives. In cooperation with the agencies and the project engineer, Consultant will use the project description for each of the alternatives to be considered to meet the purpose and need. The establishment of purpose and need along with the project description are critical to the success of the project. The purpose and need/project objectives will require approval by the City and Caltrans. This scope of work is based upon a no-build and one build alternative. Consultant will prepare separate environmental documents for CEQA and NEPA compliance. A Categorical Exclusion (CE) per Caltrans and FHWA guidelines and an Initial Study (IS) per the City of La Quinta; its format will be determined in discussions with the agencies. Final Preliminary Environmental Evaluation. Consultant will incorporate the City and Caltrans comments into the Environmental Evaluation. Screencheck Draft Environmental Document. Consultant will incorporate the purpose and need/project description from prior task(s) and the technical studies into the screencheck document. Based upon available data, Consultant will prepare sections for land use, public safety, public services, recreation, and utilities. Consultant will rely on Consultant’s engineering support to obtain the geotechnical and hydrology along with their biologist information. The separate CE and IS will determine the following:  Whether the project will have any significant adverse effects on the environment under both State and federal standards  What potential mitigation measures are appropriate for such impacts  Whether the mitigation measures reduce all impacts below a level of significance Consultant will provide the Screencheck of the IS to agencies for review and comment, then revise it in response to the agencies’ comments; then, a revised Screencheck IS will be provided to the agencies for review and comment, and it will be revised again in response to the agencies’ comments. Draft Environmental Document. Based on the previous task, Consultant will draft the IS for public review. The critical objective of the IS will be to provide the general public and responsible agencies with the means to participate in the environmental process via written comments on issues addressed in the IS. Consultant will prepare the requisite public notices under State and federal law for distribution of the IS. Consultant will prepare the requisite number of copies of the document itself, accompanied by its technical documents; most copies likely will be in a CD format. Consultant will coordinate the preparation of the distribution list with the City and Caltrans, and the firm assumes that the agencies will distribute the document. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 13 February 28, 2014 Responses to Comments. At the close of the public review period for the IS, Consultant would meet with City staff to review any received comments on the IS and to discuss potential responses to these comments. Then, Consultant would formulate responses to the comments and submit the response document to the agencies for review and comment. The agencies’ comments will be in- corporated into the Response to Comments document, which will be submitted to City as an appendix to the IS. Consultant would also prepare the draft Mitigated Negative Declaration (MND) Sheet for attachment to the IS. Mitigation Monitoring Program/Environmental Commitments Record. Prior to Caltrans and City approval of the proposed project, Consultant will prepare a mitigation monitoring plan/environmental commitments record, including monitoring forms, to assist the City in implementing the mitigation measures contained in the MND. Final Administrative Record. Prior to Caltrans action on the CE and City action on the MND, Consultant will assist the City and Caltrans to prepare appropriate findings and the Administrative Record. Final Environmental Process. Following public review of the IS, a Mitigated Negative Declaration (MND) will be prepared by Consultant. The final steps in the NEPA process are dependent on Caltrans/FHWA procedures and any agreements with the cooperating agencies. The most likely outcome is the preparation of a CE. Consultant has included a lump sum budget amount for the completion of the federal process that would include preparation of the Environmental Commitments Record for Caltrans use. Deliverables:  Screencheck Draft IS/MND  Final Draft IS/MND  Copies for IS/MND Public Review (Assumed up to 65 copies)  Final IS/MND Task 3: Utility Coordination Consultant will review existing utility data available from the City and utility owners surrounding the project area. Utility Outreach. Early in the project, immediately following the Kick-Off Meeting, Consultant will prepare Utility Information Request letters to be sent to various utility companies, along with the base plans, requesting the utility facility maps (“Atlas Maps” and Record drawings) and needs to accommodate future utility within the project limits. The initial outreach to the Utility Companies will also request any prior rights information each utility may have in the project corridor. This information will be used to prepare the Right of Way Exhibit that will be used to certify the Right of Way through Caltrans. Utility Verification Letters and Conflict Identification. Consultant will write Utility Verification letters requesting final verification to clearly identify conflicts with the proposed design. Utility Potholing and Data Collection. Consultant will show the location of utilities which will require potholing, if any, on the utility sheets and prepare an exhibit for use to identify utility status within the project area. Consultant will coordinate the potholing requirements with City Staff based upon this exhibit. Final utility status will be compiled into a basemap for use throughout the project. At this time the Consultant anticipates up to six potholes will be provided for the project. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 14 February 28, 2014 Utility Coordination Documentation. From the start of the project, all utility information including project contacts, correspondence dates, meeting minutes and other coordination will be maintained in a three ring binder. The first sheet on the inside cover will contain a matrix of each utility company, contact name, and dates of milestone coordination efforts. A copy of the final utility coordination binder will be provided to the City at the project bidding phase of the project. Deliverables:  Utility company correspondence log and maps  Utility basemap  Utility pothole exhibit  Utility Coordination Binder Task 4: Topographic Base Mapping. Consultant will utilize the City provided aerial mapping of the proposed project) along Dune Palms Road. The Consultant will obtain aerial topographic data along the CVSWC 1,500 feet up and downstream of the proposed bridge crossing which will be used in the analysis of the channel hydraulics and merge this data with the City provided Dune Palm topo file. Consultant shall obtain additional roadway topography to include features within the Right of Way and beyond to locate existing facilities, including but not limited to existing utility manholes, valves and above ground structures, and top of any manhole cone, rim and invert elevations, obscured areas, other hard scape features that may be affected by the new roadway construction limits. In addition, Consultant will also provide field surveying to obtain accurate elevations on the existing top of curb and gutter for use in verifying or redefining the profile of Dune Palms. Additionally, field topographic data collection will obtain data to provide adequate information for runoff and drainage analysis, provide ample detail and range for detailed design and quantity estimating, and conduct appropriate hydrology studies. Deliverable:  Topographic base mapping Task 5: Geotechnical Studies. Consultant will provide geotechnical engineering (including geotechnical seismic design) services for the subject. The scope of work for our geotechnical services will be developed and executed in accordance with procedures included in Exhibit 11-C, Foundation Investigation for Design (of Bridge Structures) of the current Caltrans Local Assistance Procedure Manual (LAPM). Geotechnical engineering services will be provided in accordance with Caltrans’ current policy, procedures, standards and specification documents, including but not limited to:  AASHTO LRFD Bridge Design Specifications, 4th Edition (2007) with Caltrans California Amendments.  Seismic Design Criteria (2013)  AASHTO Guide Specifications for LRFD Seismic Bridge Design. 2nd Edition with 2012 and 2014 Interim Revision.  Bridge Memo to Designers MTDs, specifically 1-35, 4-1 and 3-1  Corrosion Guideline (2012), 2nd Edition  Caltrans Soil and Rock Logging, Classification, and Presentation Manual (2010)  Foundation Report Preparation for Bridges Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 15 February 28, 2014  Caltrans ARS Online (v2.2.06) Where necessary, Consultant will supplement Caltrans procedures with the applicable AASHTO, ASTM, FHWA and NCHRP guidelines, procedures and standards. Per Caltrans MTD 1-35Consultant will prepare the following geotechnical reports for this project:  A Structure Preliminary Geotechnical Report (SPGR)  A Preliminary Foundation Report (PFR), and  A Foundation Report (FR) Based on the Request for Proposal (RFP), Caltrans Work Breakdown Structure (WBS) and the MTD 1-35, the following geotechnical reports will be prepared during this phase of the project planning and design:  A Structure Preliminary Geotechnical Report (SPGR), and  A Preliminary Foundation Report (PFR) Structure Preliminary Geotechnical Report (SPGR). The SPGR will be prepared to aid in the completion of the PA&ED and the Advanced Planning Study Report. The SPGR will include, but not limited to, the following initial geologic and geotechnical conditions assessment information:  Subsurface conditions  Geologic hazards  Seismic Information -Fault rupture potential -Design Peak Bedrock Acceleration (PBA) - Design earthquake magnitude (M) -Soil Profile Type -Potential for liquefaction, lateral spreading and other secondary seismic hazards  Feasible foundation type(s) for site  Potential construction issues  Initial corrosion evaluation  Identification of potential for Foundation Load Test(s) The SPGR will be prepared based on review of the initial project requirements, site reconnaissance visits, collection and review of relevant and available existing geologic and geotechnical information for nearby improvements, specifically the nearby Adams Street Bridge. Site Geotechnical Exploration. The subsurface exploration will include: (a) development of a site exploration plan, (b) marking exploration locations at the field and clearing with the Underground Service Alert and obtaining necessary permit(s), (c) field exploration, and (d) laboratory testing. Field Exploration. Proposed field exploration consisted of drilling five (5) exploratory borings. Three (3) exploratory borings will be drilled to depths of 100 to 120 feet below existing grade, unless refusal is encountered at shallower depths. The two (2) additional borings will investigate the soils below the bridge approaches and each will be drilled to a depth of forty feet (40’) below grade. Field exploration will include Standard Penetration Testing (SPT) and collection of samples utilizing a California Modified sampler from selected depths; generally at 5 foot intervals for the upper 50 to Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 16 February 28, 2014 100 feet, and 10 to 20 foot intervals below depending on the soil types and groundwater conditions (if any) encountered during drilling. The borings will be logged by an Engineering Geologist and both disturbed and undisturbed representative soil samples will be collected and transported to the laboratory for testing. Laboratory Testing. Consultant will develop a laboratory test plan based on the project need and the site-specific subsurface conditions. These tests may include, but not limited to:  Moisture-Density tests  Sieve analysis and hydrometer tests  Atterberg Limits tests  Compaction test  Direct shear tests  Consolidation test  Triaxial tests  Soil corrosion tests  Soil Collapse test  Soil Expansion tests  Sand Equivalent test  R-value tests All tests will be performed in accordance with the applicable State of California, ASTM and/or AASHTO Standard Test Methods. Adequate number of representative samples will be tested; results analyses will be interpreted for uses in the analysis and design, and incorporated in the Foundation Report that will be prepared during Phase II. Preliminary Foundation Report (PFR). The PFR will be prepared to aid in the preparation of the Bridge Type Selection Report with General Plan and Foundation Plan, the channel hydraulic analysis report, and the preliminary street plan and profile (35% level). The PFR will be prepared based on site-specific geotechnical exploration, which will include, but not limited to:  Subsurface conditions, including groundwater  Geologic hazards  Seismic Information -Fault rupture potential -Design Peak Bedrock Acceleration (PBA) -Design earthquake magnitude (M) -Soil Profile Type -Recommended preliminary ARS curve -Potential for liquefaction, seismic settlement, lateral spreading, slope failures or landslides and other secondary seismic hazards  Appropriate foundation type (s) for site  Recommended foundation type(s)  Foundation constructability  Corrosion and/or hazardous waste evaluation Deliverables: Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 17 February 28, 2014  Structure Preliminary Geotechnical Report (SPGR) with the PSR  Preliminary Foundation Recommendations Report (PFR) with the Type Selection Report Task 6: Location Hydraulic Study The information developed for the Hydrology and Hydraulics Study will be used to prepare the Location Hydraulic Study of the project. The information will be presented in a specific tabular form and will be used in the environmental document. Guide Lines for the Location Hydraulic Study: When a floodplain encroachment is anticipated, the Department or local agency prepares a Location Hydraulic Study (LHS). The LHS (same as Figure 804.7A Technical Information for Location Hydraulic Study located in Chapter 804 of the Highway Design Manual) is a preliminary study of base floodplain encroachments and must be performed by a registered engineer with hydraulic expertise. If an increase in the base floodplain elevation (BFE) is anticipated, a hydraulic computer model must be run to determine the amount of increase in order to determine the floodplain encroachment impacts. CVWD’s design standard for the Coachella Valley Stormwater Channel (CVSWC) is the Specific Project Flood (SPF) of 82,000 ft3/sec, which is considerably higher than the FEMA 100-yr Flood flow of 39,000 ft3/sec. The minimum required content of the Location Hydraulic Study is prescribed in 23 CFR 650A, Section 650.111(b)(c)(d) and it must include the following: a) National Flood Insurance Program (NFIP) maps or information developed by the highway agency, if NFIP maps are not available, are used to determine whether a highway location alternative will include an encroachment. b) Evaluation and discussion of the practicability of alternatives to any longitudinal encroachments. c) Discussion of the following items, commensurate with the significance of the risk or environmental impact, for all alternatives containing encroachments and for those actions which would support base floodplain development: 1. The risks associated with implementation of the action. 2. The impacts on natural and beneficial floodplain values. 3. The support of probable incompatible floodplain development. 4. The measures to minimize floodplain impacts associated with the action, and 5. The measures to restore and preserve the natural and beneficial floodplain values impacted by the action. 6. Location studies must include evaluation and discussion of the practicability of alternatives to any significant encroachments or any support of incompatible floodplain development. 7. The studies required by Sec. 650.111 (c) and (d) must be summarized in environmental review documents prepared pursuant to 23 CFR part 771. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 18 February 28, 2014 Local, state, and federal water resources and floodplain management agencies should be consulted to determine if the proposed highway action is consistent with existing watershed and floodplain management programs and to obtain current information on development and proposed actions in the affected watershed. Deliverable:  Location Hydraulic Study Task 7: Channel Hydrology and Hydraulics Study As part of the project development process, where the bridge is crossing over a waterway, a detailed analysis of the floodplains is necessary to properly plan and prepare for potential flooding conditions. Consultant will prepare the draft Hydrologic and Hydraulic Study for the project per CVWD’s Development Design Manual, accepted principles outlined by FEMA, and the district standard for the SPF.  Discharge Estimate  Defining Study Reach  Duplicate Effective Model  Corrective Effective Model  Existing or Pre-Project Effective Model  Proposed or Post Condition Model  Recommendation for Bridge Profile  Recommendation of Bank Protection and Scour Measures Consultant will review the information available to the City pertaining to the previous studies done for the CVSWC regarding design discharge, scour potential, channel capacity improvement plan, channel historical maintenance log. The channel Hydrologic and Hydraulic Study shall be standalone specific to the bridge. The information provided in the study will be vital to the successful performance of the entire project and source of key information for urban development. A “baseline” hydraulic model will be developed utilizing HEC-2 or HEC-RAS, which is representative of the existing channel configuration. The existing hydraulic model will establish the baseline hydraulic parameters which are representative of the average channel characteristics. Geometric data for the floodplain analysis will be based upon digital topographic mapping and supplemented with field surveyed cross sections. Deliverable:  Hydrologic and Hydraulic Study Task 8: General Plan and Bridge Type Selection Report Consultant will prepare the draft bridge General Plan and Draft Structure Type Selection (STS) Report. The Structure Type Selection Report will be developed to present design features of the bridge in a format similar to Caltrans’ Memo to Designers, Section 1-29. The consultant will perform calculations to determine structure foundations and dimensions. The report will focus on critical design constraints, assumptions, costs, hydraulics, and foundation recommendations. The final Bridge Type Selection report will be submitted for review and authorization to proceed to final design. The STS report will review and analyze the overall bridge Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 19 February 28, 2014 construction staging for the project, i.e. one bridge section or the full bridge built one half at a time. The Consultant will provide a review copy of the General Plan and Bridge Type Selection Report to the City. Following receipt of any comments, Consultant shall submit revised STS Report to Caltrans for review and concurrence. Deliverables:  Bridge Type Selection Report (Draft and Final)  Foundation Plan Task 9: Preliminary Design Plans Consultant will prepare the Preliminary Design Plans depicting the geometry of the proposed roadway. The 35% plans will be prepared over the topographic base mapping. We anticipate the Roadway Plans will include the following:  Title Sheet  Typical Cross Sections: Dune Palms Road & CV Link  Plan and Profile of Dune Palms Road  Plan and Profile Concept of CV Link path connections  Wall Plan and Profile (Abut 1, west side)  Conceptual Striping  Utility Plan (Existing Utilities) Consultant will prepare plans at 40 scale (1”=40’) where applicable. Signing and Striping Plans will include all new/existing signs and striping, pavement markings, pavement legends, sign and striping removals. At the project limits, Consultant will reference in existing striping based on topographic information and field review. Consultant shall prepare Right of Way exhibits depicting the ownership of the lands within and surrounding the proposed project corridor. These exhibits will be used during the Right of Way Certification process as well as assisting in the determination of prior rights with all utility companies. Deliverable:  35% Plans (3 copies for City Review)  Right of Way Exhibits Task 10: Preliminary Engineer’s Estimate. Consultant will prepare a preliminary cost estimate of the proposed improvements based upon the approved preliminary design plans, the Bridge Type Selection Report, utilizing the current edition of the Caltrans Contract Cost Data Book for unit costs. The preliminary cost estimate will include construction items, utility relocations, right-of-way, and water quality measures. Deliverable:  Preliminary Engineer’s Estimate Task 11: Preliminary Right of Way Cost Study. The proposed bridge improvement design may require the acquisition or partial acquisition of properties surrounding the project site. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 20 February 28, 2014 The Right of Way cost study will analyze the costs of the acquisitions from the affected parcels considering the value of the land and improvements being acquired, whether the take will be a full or partial take, and it will evaluate any severance damage and relocation costs that might be caused by the proposed improvements. The project cost study will estimate the probable costs of the real estate and associated damages, the relocation exposure, business damages and goodwill exposure, and the myriad of incidental costs that will be encountered along the project. At the 35% Plan stage, Consultant will ascertain all relevant design plans available for review of project impacts and coordinate with Project Design Team to review impacts and confirm impact assumptions. The Scope of Work for the Cost Study includes: 1. Consultant will physically view each site and record appropriate data. 2. Online data of individual properties will be incorporated into field research, where necessary. 3. Field research data will be integrated into appropriate Consultant cost estimating formats. 4. Consultant Field Agent and Property Analysts will meet to discuss data and draw impact conclusions and property remediation strategies. These initial property conclusions and strategies will be reported to Design Team to consider opportunities for creative problem- solving either in design or property remediation strategies. 5. Once property remediation and design assumptions are finalized and property impact conclusions are confirmed, data is finalized into the approved cost estimating formats. The scope of work will be performed and delivered in a report containing a textual description of the project areas studied; a summary of total probable costs of the study area itemized by major component, and will include detailed spreadsheets showing how the summary sheets were calculated. The spreadsheets contain a parcel-by-parcel breakdown of all probable costs. In the event that the acquisition program is to be phased or determined to be implemented at a future date, formulized spreadsheets will be created which apply the appropriate cost escalation factors to reflect the projected schedule. The final cost information determined from the spreadsheet accumulation of data will then be transferred into the appropriate format for application to the Right of Way Data Sheets or other format required by the project. Deliverable:  Cost Estimate Worksheet for R/W Phase 2 – Final Design Task 1: Project Management. The consultant will manage the project by tracking the schedule, budget and value of the products produced. Work will include:  Continuous coordination with stakeholders such as the City, Caltrans, Coachella Valley Water District, Private and Public Utilities, etc.  Budget preparation for each task and milestone tracking for the project  Monthly expenditure report preparation by task and milestone for the project  Project schedule planning including milestones, project activities and deliverables  Monthly progress reports accompanied by an invoice Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 21 February 28, 2014  Lead monthly project status meeting  Attend public outreach meetings  Preparation of a Project Management Plan  Monitoring critical path items of the project in a proactive manner  Monitor long lead items such as CVWD coordination, Utility Relocations, RW acquisition and City review process Our team will use the same approach as indicated in Phase 1, Task 1 to ensure project success and ultimate delivery. Deliverables: Meeting Agenda, Exhibits, Deliverables Log, and updated project schedules Task 2: Environmental Permitting. Consultant will obtain all necessary environmental (regulatory) permits for the project within the CVSWC. Consultant will prepare and process applications for project permits required for compliance with Sections 401 and 404 of the Federal Clean Water Act. Section 401 permits are under the regulatory authority of the RWQCB; Section 401 certifications are under the U.S. Army Corps of Engineers (Corps); Section 1602 Agreements are under the California Department of Fish and Game (CDFG). Section 7 Consultation falls under the regulatory authority of the U.S. Fish and Wildlife Service (USFWS). Consultant shall provide to the City and and permitting agencies required number of hard copies and PDF copy of all permits, studies and documents required for review, submittal and for project files. This scope is based upon the assumption that the project will qualify for a Corps Nationwide Permit. Under the Nationwide Permit (NWP) program, no individual crossing (or multiple crossings of a single watercourse) may exceed 0.5 acres of temporary or permanent impact. Based on a preliminary field review, Consultant believes that the project would qualify for an NWP. The firm’s permitting services include the following: Coordination with Project Team. Consultant will coordinate with members of the project team to review the anticipated permitting approach, discuss and identify any additional information needs, and review the projected permitting schedules, mainly via telephone, mail, and fax, but up to six team meetings also will be required. Objectives of the coordination will include identifying feasible mitigation options and preparing for initial and final coordination with regulatory agencies. Consultant will arrange meetings, prepare agendas and distribute minutes and other relevant materials. Initial Coordination with Regulatory Agencies. Consultant will schedule, arrange, and prepare any necessary materials for a pre-application consultation with the involved agencies to describe the proposed project, discuss permitting approach, and identify potential mitigation options. Consultant will arrange meetings with representatives of the Corps and RWQCB. Consultant will summarize and document the results of agency coordination and will submit this information in a letter to the respective agencies, with copies to project team members. Permit Applications. Based on the results of the jurisdictional determination and the outcome of the initial coordination with the involved agencies, Consultant will prepare and submit the necessary permit application materials. Consultant anticipates the following actions:  The Corps will provide Section 404 authorization under a NWP.  The RWQCB will issue Section 401 Water Quality Certification. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 22 February 28, 2014  The CDFG will issue a 1602 Agreement. Note: The removal of the existing low water crossing in the channel, the construction of a bridge and the removal of the existing fill materials will have a positive benefit to Waters of the United States. Section 401 Certification Application. Consultant will prepare permit applications accordingly. Each application packet will be reviewed with the project team, and any required changes will be made prior to submittal to the respective agencies. The permit application materials will include the following:  The jurisdictional delineation completed by Consultant.  An Nationwide Permit Application, including a cover letter to the Corps, an explanation of the project, description of impacts, site plans, graphics, and an Alternatives Analysis.  A preliminary mitigation and monitoring plan based on Corps guidelines, including information on mitigating on-site impacts to replace jurisdictional areas that will be lost and areas that will return Corps jurisdiction.  A final mitigation plan to be prepared and submitted following Corps review of the application packet, incorporating appropriate conditions based on the agency review and comment.  Complete copies of the Section 401 application will be included.  All necessary graphics and other supporting materials, using existing materials wherever feasible, in order to minimize costs. Section 401 Water Quality Certification Application. Consultant will prepare written correspondence requesting water quality certification including the following materials:  Information prepared for the 404 application used to provide a complete project description, including the purpose, location, total site acreage, types of water bodies within the site, and total acres of waters of the U.S.  An assessment of water quality impacts addressing types of fill material to be discharged, impacts to beneficial uses of the water body, and any expected water diversions  A complete copy of the Section 404 application  A copy of the final environmental document for the project, including the certification of the final document  Other appropriate material as may be required by the RWQCB  Coordination with the project’s civil engineer, to ensure that the proposed project does not result in an increase in the volume of runoff to be discharged from the site and to ensure that all runoff from developed surfaces is treated for water quality purposes before it is discharged from the site. Section 1600 Et Seq. Streambed Alteration Notification. Consultant will submit the following materials to the CDFG:  A standard CDFG Notification of Lake or Streambed Alteration form executed by the client  A CDFG Lake and Streambed Alteration Program—Project Questionnaire  A copy of the report on the delineation of wetlands and jurisdictional waters prepared for the 404 application  A copy of the Section 404 application to the Corps  A copy of the preliminary mitigation and monitoring plan prepared for the 404  A copy of the Section 401 application to the RWQCB  A copy of the final environmental (CEQA) document for the project Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 23 February 28, 2014  Appropriate plans, exhibits, and maps  Filing fee to be provided by the City based on the cost of the portion of the project that requires a Streambed Alteration Agreement (i.e., the portion of the project where the road crosses the streambed) Follow-Up Coordination. Consultation and coordination will be required among the applicant, project team, and involved regulatory agencies during the review of application materials. Following submittal of the applications, Consultant will coordinate with the involved regulatory agencies to respond to agency questions and submit any additional information that may be requested. We have assumed that coordination will take place primarily by telephone, fax, and mail. The proposed schedule and cost estimate includes attendance at three meetings. During this process, Consultant will coordinate closely with the project team with regard to any agency concerns, questions, or request for additional materials that may arise. Deliverables: ACOE 404 Permit Application  Draft 404 Application  Final 404 Application RWQCB 401 Water Quality Certification Application  Draft 401 Application  Final 401 Application CDFG 1602 Streambed Alteration Agreement Application  Draft 1602 Application  Final 1602 Application Task 3: Legal Descriptions and Exhibits Consultant shall prepare up to five (5) Legal Description and Exhibits for either temporary construction easements or right of way acquisition (assuming two parcels for permanent roadway easement and three areas for temporary construction easements). The temporary construction easements will encompass an area as needed to provide the contractor the sufficient room to perform the anticipated construction activities for the widening project. Consultant shall also fill out the City provided Grant Easement documentation for the City’s use during the acquisition process. Deliverables:  Five (5) Legal Descriptions and Exhibits Task 4: Roadway Improvement Plans Consultant will prepare the necessary roadway improvement plans including a project title sheet, typical cross sections, construction details, horizontal alignment layout plans, vertical profile, grading, drainage, and cross sections of the proposed roadway improvements and submit to the City for review and comment. The roadway will be designed in accordance with AASHTO’s, “A Policy on Geometric Design of Highway and Streets”, AASHTO “Guide for the Development of Bicycle Facilities”, the Caltrans “Highway Design Manual”, the Caltrans “Standard Specifications”, Caltrans Standard Plans, as well as the City of La Quinta Standards Plans. The roadway submittal will include approximately the following sheets:  Title Sheet Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 24 February 28, 2014  Typical Cross Section  Roadway Plan & Profile  Construction Details  Drainage Plan & Profile  Slope Paving-Channel lining Plan, Typical Sections, Profiles, Details  Path undercrossing: Plan, Typical Section, Profiles, Details  Path Retaining wall plan, profiles, details (South side, Abutment 1, path undercrossing)  Utility Plan (Existing Utilities)  Stage Construction Plans  Temporary Widening: Dune Palms: for Construction Staging: Plan, Profile, Typical section  Traffic Handling Plans  Pavement Delineation and Signing Plan  Decorative Access Gate Details  Electrical Plans (Bridge Lighting) Consultant will prepare plans at 40 scale (1”=40’) where applicable. Signing and Striping Plans will include all new/existing signs and striping, pavement markings, pavement legends, sign and striping removals. At the project limits, Consultant will reference in existing striping based on topographic information and field review. Consultant will prepare final roadway plans in conformance with the approved preliminary alignment plans and submit to the City for review at 65%, 95% and 100% completion. Mylar plan sheets will be submitted after the approval of the 100% plan submittal package. Deliverables:  65% Roadway Plans (3 copies)  95% Roadway Plans (3 copies)  100% Mylar Screen Check Plans (3 copies)  Mylar Roadway Plans (1 Mylar) Task 5: Foundation Report (FR) After the type selection and once the draft structure plans with selected foundation type (s), locations, and the design loads (service, strength and seismic) are available, Consultant will prepare a Foundation Report (FR) as per MTD 1-35. The Foundation Report will be prepared in general conformance with Caltrans’ current requirements and guidelines. In general, the FR will be prepared by updating the items included in the Preliminary Foundation Report. It will also include results of additional analysis and recommendations necessary for the preparation of the structure PS&E. The Foundation Report is anticipated to include the following items:  A general description of the site exploration conducted at the site.  Discussion on the field and laboratory test results, and the general subsurface soil and ground water (if any) conditions, with reference to the proposed development.  Comments on the regional geology and site engineering seismology, including the recommended ARS curve, Peak Ground Acceleration (PGA), controlling earthquake magnitudes for both ARS and geotechnical analysis based on the procedures included in Appendix B of the Seismic Design Criteria (2009). Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 25 February 28, 2014  Other geologic and seismic hazards, including potential for liquefaction, lateral spreading and seismically-induced settlement.  Geotechnical parameters for Static (LRFD Service and Strength Limit States) foundation and bridge structure analysis and design.  Geotechnical parameters, including soil-stiffness, for Seismic (LRFD Extreme Event Design) design of foundations and the bridge structure.  Results of geotechnical foundation design for LRFD Service, Strength and Extreme Event (Seismic) Limit States.  Summary LRFD Foundation design recommendations as per MTD 3-1.  Recommendations erosion/scour mitigation  Results of slope stability analyses and recommendations  Recommendations for the design of retaining structures, if any.  Road subgrade preparation recommendations  Roadway embankment and pavement design recommendations  Results of soil corrosion potential evaluation  Drainage recommendations  Geotechnical construction recommendations for bridge foundations, erosion/scour protection structures and roadway embankments. LOTB Sheets for PS&E Package. Consultant will prepare Log of Test Boring (LOTB) drawings suitable for inclusion into the contract drawings. These LOTBs will be prepared in accordance with the Caltrans’ current Soil and Rock Logging Manual. Deliverables:  Logs of Test Borings (LOTB) with the 95% Plans  Foundation Recommendations Report (FR) with the 100% PS&E Submittal Task 6: Bridge Plans The bridge will be designed in accordance with Caltrans Standards, including the “Memo to Designers” and “Bridge Design Standards”. Seismic design loading will be evaluated as outlined in Section 3.21 of Caltrans “Bridge Design Specifications”, the Caltrans “Seismic Design Criteria” (Version 1.7, 2013), and the latest available Caltrans earthquake information. Bridge Design will be in accordance with Load and Resistance Factor Design (LRFD). Prepare 65% Bridge Plans. The bridge plans will include the following sheets, some sections will require multiple sheets.  General Plan  Deck Contours  Foundation Plan  Abutment Layout(s)  Abutment Pile Layout(s)  Abutment Detail(s)  Pier Layout  Pier Detail(s)  Typical Section Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 26 February 28, 2014  Girder Layout  Girder Reinforcement  Barrier Rail Detail(s)  Metal Rail Layout(s)  Metal Rail Detail(s)  Miscellaneous Detail(s)  Structure Approach Details  Drainage Details  Joint Seal Details  Log-of-Test Borings Prepare 95% Bridge Plans Incorporate comments from 65% review and independent check. The designer will reconcile with the back check and incorporate design changes into the contract plans. Perform Bridge Independent Check. An engineer not involved in the original design of the bridge will independently check the bridge. This independent check will result in a set of calculations, back-checked and reconciled with the designer. This Independent Check will be submitted at the same time as the City plan review set. Prepare Construction Schedule. Consultant will prepare the construction working day schedule. This schedule will be used for programming the construction phase of the project and preparing the special provisions. Quantity Takeoffs and Calculations. Consultant will prepare a set of quantity calculations for the bridge items. The roadway quantities will be calculated and summarized on plan sheets. The Engineer’s Estimate of Cost will be developed from the bridge and roadway quantities. General Plan and Bridge Type Selection (Final). After the environmental concerns have been addressed, and the architectural/aesthetic features such as bridge rail generally approved, the Draft General Plan for the bridge will be updated, and the “Structure Type Selection Memo” will be prepared and submitted to Caltrans for approval. Deliverables:  65% Bridge Plans  Attendance to a meeting to present and discuss the 65% submittal.  95% Bridge Plans  Mylar Screen Check Plans 100% (3 copies)  Mylar Bridge Plans (1 Mylar)  Independent Check Design Calculations  Update and finalize the final bridge General Plan.  Update the Structural Type Selection Memo, update and finalize the Bridge General Plan and submit to Caltrans for review and approval. Task 7: Utility Coordination Utility Relocation Request. Consultant will coordinate utility relocations to build the bridge and roadway approaches. The new bridge will have a variety of utility openings for existing or future utilities. Each utility company will be responsible for their utility relocation design. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 27 February 28, 2014 Utility Coordination Meeting 1—Project Information at 65%. The first meeting will be held to describe the project to utility companies, the design’s impacts and staging, and answer questions from the affected companies such that they can respond to the “Utility Relocation Request”. Deliverable:  Consultant will organize and lead a utility relocation meeting, to be held at the City’s offices. This meeting will include a power point presentation and informational handouts of the project so that the utility companies can more easily understand the project and develop relocation plans. Utility Coordination Meeting 2—95% Stage. The second utility coordination meeting will be held to confirm details of the project such as relocation locations and timing to ensure all parties understand the project and are coordinated to avoid expensive surprises and delays in construction. Deliverable:  Consultant will organize and “chair” a second utility relocation meeting, to be held at the City’s offices. This meeting will include a power point presentation and informational handouts of the project. Task 8: Specifications Technical specifications shall be prepared for construction of each item of work in the Project. In addition, Consultant will fill out the bid schedule, matching the item number with their corresponding specification and line item in the Engineer’s Estimate. Prior to the publication of the final package, Consultant will review the document. Specifications will be provided starting with the 65% plan submittal. Consultant will prepare the following items for the Bid Document: Project Description including all major work items, working days, liquidated damages based on Caltrans Specifications, contractor submittals prior to mobilization, special traffic control requirements or coordination, all of section 4000, and bid schedule. Deliverable:  Specifications and Bid Package at each Package Submittal Task 9: Construction Cost Estimate Starting with the 65% Package Submittal, Consultant shall prepare a Final Quantity and Cost Estimate. The estimate will be submitted with both the 100% and Mylar plan check reviews. Deliverable: • Engineer's Estimate at each Package Submittal Task 10: Resident Engineer Construction File Consultant will assemble the Resident Engineer (RE) Construction File with quantity calculations, Engineer’s Estimate, and designer notes to the RE. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 28 February 28, 2014 Deliverables:  4-Scale Deck Contour Plans  Creation and submittal of “RE Construction” file  Attendance to a meeting to present and discuss the Final submittal. Task 11: Final Right of Way Services As a result of the proposed improvements and the associated construction activities, it is assumed that various interests, including fee simple, permanent slope, and/or temporary easements, will be needed from two (2) parcels. APN OWNER USE LOT SIZE 600-030-010 Chin Family Prop Ltd Partnership Mobile Home Park with SFR. 11.29 Ac. 600-030-018 DWCG1 Vacant Commercial 8.92 Ac. Pending verification of final ownership interests via preliminary title reports, it is anticipated that a simple encroachment permit will be required from the flood control parcel (APN 600-010-009) in order to accommodate the new, all-weather bridge. Impacts to the mobile home park at the northeast corner of the existing bridge may prove complicated. It appears that the raised profile of the new bridge, as well as the proposed bridge approach roadway improvements, will require enough construction that the necessary temporary construction easements will directly impact two structures immediately adjacent to Dune Palms Road. One structure is a mobile home coach, while the other is a single family home. Separate appraisal reports will be completed for each structure, as well as for the impacted parcel. It is assumed that the single family home and the right of way required from that parcel will be negotiated together with a single owner. A separate acquisition case will be opened for the owners of the impacted mobile home coach. As such, occupants of both structures will necessarily require displacement and relocation assistance, which Consultant will manage and facilitate. Because of the relative complexity of the impacts to this parcel, careful management of multiple appraisal activities, and close communication with several interested parties, will be of utmost importance. Lastly, it is anticipated that interests, most likely in the form of a temporary construction easement, will be required from the parcel at the southeast corner of the existing bridge (APN 600-030-018). This is a vacant commercial property that will likely require relatively simple negotiations with a single owner. Upon environmental approval of the project, Consultant will implement and manage a comprehensive ROW program to cover all aspects involved in the public acquisition process. In general, this process usually includes project management, fee appraisal, appraisal review, F&E appraisal, title and escrow, environmental, property acquisition, relocation assistance, utility coordination, site clearance and right of way certification. Consultant has the properly licensed, experienced, local resources to provide precise staffing levels exactly when needed, and the expertise necessary to secure the remaining ROW for the project. Consultant will develop and implement a formal ROW program in compliance with the applicable City and state policies and procedures. For this project specifically, it is understood that federal Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 29 February 28, 2014 funding is expected and therefore Caltrans guidelines and procedures will guide the process. Consultant will provide overall ROW program management, leadership, and direction of all phases of the right of way process, policies, and scheduling. Right of Way Project Management and Document Support 1. Track and manage all budgetary-related aspects of Consultant’s Scope of Work. 2. Assist with the development of administrative policies, procedures, and forms necessary to carry out the initial program. 3. Maintain ongoing general consultation and project coordination with the client, City, and any other project team members as necessary. 4. Provide representation of the client at public meetings, hearings, and litigation related matters. 5. Prepare and present a monthly written status report based on the agreed-upon guidelines regarding information to be provided. Confer weekly with client verbally on general statuses, problem areas, and progress. 6. Participate in up to 4 Project Development Team Meetings to report on acquisition progress. 7. Manage subcontractor and all necessary disciplines needed for the project. 8. Provide quality assurance and quality control for the right of way program and all right of way components. Title Investigation Services – Up to (3) Preliminary Title Reports 1. Secure vesting deeds, back up documents, property profiles, and tax maps for each property. 2. Secure preliminary title report which will remain valid for a minimum of 6 months or until there is an ownership change. 3. Secure copies of recorded back-up documents, as needed. 4. Share title information with right of way engineer, surveyor, and appraisers for their use. 5. Prepare list of title exceptions to be cleared; confirm manner of disposition is consistent with approved project plan. 6. Facilitate changes to preliminary title report after the preparation of the legal description, if necessary for partial acquisition. Appraisal Services: Up to (4) Appraisal Reports (2 parcels, 1 SFR, 1 mobile home) 1. Consultant will mail a notification letter and acquisition policies brochure to the property owner requesting permission to conduct an on-site inspection of the property, advising them of their right to accompany the appraiser at the time of the inspection, and requesting information regarding the property appraised which could influence the appraised value. 2. Appraiser will review title information pertaining to respective ownership and will review drawings and other pertinent information relative to the parcel. 3. Appraiser will inspect the property personally with the owner (if possible) and document the inspection with photographs for use in the report. 4. Appraiser will perform market research to support the selected appraisal methodologies and will document and confirm comparable sales information. 5. Appraiser will prepare a narrative appraisal report that conforms to the Uniform Standards of Professional Appraisal Practice (USPAP). The appraisal study and report are intended to serve as an acquisition appraisal and will be prepared in a summary format consistent with the specifications for narrative appraisal reports. 6. Consultant will receive and analyze the completed appraisal report accordingly. Negotiate Right of Way Settlement/Prepare Acquisition Documents: (3) Owners (2 parcels, and mobile home owner) 1. Establish and maintain a complete and current record file in a form acceptable to the client. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 30 February 28, 2014 2. Receive and analyze title information, approved appraisal report, and legal description in sufficient detail to negotiate with the property owner and other parties. 3. Prepare offer letter, summary statement, and list of compensable items of fixtures and equipment, in accordance with state or federal regulations and the approval of the client. 4. Present written purchase offer to owner or their representative in person, when possible. Secure receipt of delivery of offer as practical and present and secure tenant information statements, as applicable. 5. Follow-up and negotiate with property owner, as necessary; prepare and submit recommended settlement justification to client for review and approval; review any independent appraisal secured by property owner; and coordinate reimbursement of appraisal fees (up to $5,000) with client. Ongoing negotiations and settlement discussions will continue after the initial offer or until we reach settlement or impasse, as dictated by the overall Project Schedule. 6. Prepare and assemble acquisition contracts, deeds, and related acquisition documents required for the acquisition of all necessary property interests. 7. Maintain a diary report of all contacts made with property owner or representative and a summary of the status of negotiations indicating attitude of owner, problem areas, and other pertinent information. Copies of all applicable written correspondence will be maintained in files. 8. Prepare an impasse letter where, after diligent attempts to settle by negotiation, it appears eminent domain will be needed or prudent to acquire the needed interest. 9. Litigation support: in the event an acquisition is unable to be settled via voluntary means, the negotiations staff will provide a condemnation-ready case file, all relevant negotiations history, and meet with client as needed to provide relevant acquisition content. 10. Transmit executed acquisition documents to client. Each transmittal package shall include a fully executed and properly notarized deed(s), fully executed acquisition contract with attachments, and a brief settlement memorandum which summarizes the pertinent data relative to the transaction. Escrow Coordination If by Negotiated Settlement: Assist the escrow/title company in the following: 1. Open escrow and coordinate execution of closing instructions providing for title insurance coverage at the settlement amount. 2. Provide escrow officer with fully executed acquisition contract and notarized deed. 3. Work in conjunction with escrow officer to facilitate the clearance of title matters as set forth in the settlement memorandum and escrow instructions. 4. Assist escrow to secure full or partial reconveyance or subordination instruments from lien holders of record. 5. Review settlement statement for accuracy. 6. Coordinate deposit of acquisition price and estimated closing costs with escrow. 7. After the closing, review the title insurance policy for accuracy. 8. Prepare and mail a letter to County Assessor requesting cancellation of taxes if appropriate. Eminent Domain Assistance (if necessary) If Settlement by Eminent Domain: Assist eminent domain counsel with the following: 1. Prepare a letter for the client signature to eminent domain counsel, requesting proceeding to condemnation. 2. Provide eminent domain counsel with available right of way maps and legal descriptions, preliminary title reports and title review documents, and information on how to contact each owner or interest holder. 3. Provide eminent domain counsel with a duplicate copy of the parcel file, together with a copy of the appraisal, offer to purchase, correspondence, acquisition contract, and deed as presented. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 31 February 28, 2014 4. Convert preliminary title reports to litigation guarantees for eminent domain counsel’s use. Title company fees (based on the value of the interest required) are additional. Relocation Plan Preparation Services 1. Interview all potentially affected occupants to determine relocation needs. The interviewer will query household information such as: the number, ages and gender of all occupants, income of the household, distance to employment and utilized neighborhood services, special needs of the household, etc. 2. Research the marketplace for available replacement locations and/or establish rent schedules for compiling project costs. 3. Compile statistics on available housing replacement sites. 4. Calculate potential project costs with regard to relocation assistance. 5. Present draft relocation plan to client. 6. Distribute plan to project participants and make it available for public review. 7. Make any needed revisions brought up during the 30-day public review period. 8. Participate in adoption presentation meeting. Relocation Assistance Program Implementation Services (2 residential relocations) 1. Secure basic case information and set up case file; maintain the necessary case documentation and contact diary throughout the course of our involvement with the claimant. 2. Conduct initial in-depth field interview with claimant: document rents, income, family size, names/ages of occupants, and determine relocation needs, preferences and special requirements; provide general information notices and brochure; explain relocation process, rights and benefits available. 3. Provide on-going advisory assistance to minimize hardships on claimants, including referrals to and coordination with community service resources, public housing, and other public services as needed. 4. Document rent with rental agreement, receipts or economic rent if needed. 5. Document/verify income using pay stubs, budget worksheets, tax returns, certification and/or cash affidavit as necessary. Use rent-to-rent method if income cannot be verified. 6. Create rent schedule for project as appropriate and if authorized by client. 7. Search for and document comparable sites for each claimant, provide initial referrals and three sets of additional housing referrals every 4-6 weeks, as necessary. 8. Prepare letter of eligibility based on most appropriate comparable or rent schedule and seek authorization of client. 9. Deliver letter of eligibility to claimant and discuss findings and impacts to occupants’ particular needs. Amend the letter of eligibility one additional time if the economics of the comparable’s availability changes over the course of our assignment. 10. Prepare and deliver 90-day notices to vacate no later than 12 weeks after general information notices have been delivered. 11. Arrange for transportation to view replacement sites if needed. Assist Claimants with their selection of a replacement site, with lease offers, with review of rental agreements and with move bids or fixed moving payment. 12. Inspect selected site to ensure it meets decent, safe, and sanitary requirements. 13. Monitor the replacement site escrow and explain the relocation process to agent and escrow officer as necessary. 14. Verify vacation of the displacement site and secure a certificate of abandonment. 15. Determine eligibility for proposed amount of relocation benefits, including actual and reasonable moving payments, rental/purchase differential payments and fixed payments as applicable. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 32 February 28, 2014 16. For residential moves, secure and process an advance claim to assist with the move and a second final claim incorporating the moving costs and rental/purchase differential payment once family has moved to selected displacement site. 17. Each claim will be signed by the claimant, supported by appropriate back-up (schedules, receipts, etc.) and will be reviewed by Consultant’s project manager for recommendation before submitting to client for approval. Each claim check will be delivered to claimant in person (as feasible) and a receipt of payment will be secured. Task 12: CVWD Encroachment Permit Consultant shall fill out the appropriate CVWD encroachment forms for the construction, operation and maintenance of the Dune Palms Bridge by the City. This task will also include meeting time and coordination with CVWD on any additional items they may request throughout the design process (i.e. access gates, ramps to the bottom of the channel, etc.). Deliverable:  Completed CVWD Encroachment Permit Task 13: Services During Bidding Consultant will assist the City with the bidding and award process for this project. These services will be performed on a Time-and-Material basis. Deliverables:  Bid Support. All key team members will be available to attend a pre-bid meeting.  Respond to Inquiries. Consultant will respond to bidder inquiries by phone or email.  Prepare Addenda. Consultant will prepare addenda as requested by the City.  Review/Recommended Award. Consultant will assist in recommendation for award. Task 14: Construction Support Services Consultant will assist project staff with construction support services. A budget amount has been prepared, though this may require adjustment based upon the City’s determination of the level of consultant involvement needed during construction. These services will be performed on a Time- and-Material basis. Upon request from City staff the following will be provided: Deliverables:  RFI documentation and response to questions regarding construction documents  Periodic site visits during construction, as requested.  Input from the consultant regarding change orders. PROPOSAL ASSUMPTIONS AND EXCLUSIONS 1. As part of contract negotiations, Consultant expects the scope and fee to be modified. 2. We assume stake holders will participate proactively throughout the course of the project. 3. We assume that the project will proceed uninterrupted. 4. Effort for coordination with reviews for organizations is an estimate. 5. Evaluation or modifications to signal and lighting systems and electrical work, other than the bridge lighting, is not included. 6. Project will be designed using AutoCAD Civil 3D. Dune Palms Road Bridge Over CVSWC Exhibit “A” Page 33 February 28, 2014 7. We assume the Hydrology & Hydraulics report, HEC-Ras Model and Geotechnical report for the Adams Street Bridge will be provided by the client. 8. We assume one style of bridge rail, similar to Adams Street, will be prepared. 9. Caltrans format will be used for the bridge plans. Bridge specifications will be Caltrans format. 10. Project schedule is based on prompt review by others. 11. Reproduction and scanning of the Construction Bid Documents will be performed by the City. 12. Estimated efforts for Construction Services are a budget figure.