03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-2
2. Public Outreach and Engagement
The public outreach sub-consultant will provide public outreach and engagement services to support the city throughout the design and pre-construcon phases. Outreach will focus on maintaining transparency, ensuring public awareness of project goals and impacts, and facilitang meaningful two-way communicaon with businesses, residents, and stakeholders within the project limits.
The public outreach su-consultant will tailor a comprehensive, accessible, and locally grounded outreach program to keep the community informed and engaged throughout the project development process.
2.1. Public Outreach Strategy and Coordinaon
The public outreach sub-consultant will prepare a Public Outreach and Communicaons Plan in collaboraon with the City’s Public Works and Communicaons staff. The plan will:
• Define outreach objecves, key messages, and meline.
• Idenfy affected audiences, including corridor businesses, property owners, and residenal neighborhoods.
• Outline noficaon and communicaon tools (mailers, website content, social media, and news releases).
• Establish coordinaon procedures with City departments, Caltrans, and the engineering design team. • Incorporate strategies for minimizing disrupons during design and pre-construcon acvies.
2.3. Public Meengs and Community Events
The public outreach sub-consultant will organize and facilitate public meengs and open houses to ensure meaningful parcipaon from residents, commuters, and businesses.
Based on the City’s preference, outreach will include:
• One Project Kickoff Meeng/Open House to introduce the project, share preliminary design concepts, and gather input.
• Up to one Design Update Meengs to review dra@ plans and ancipated improvements. • One Pre-Construcon Meeng to present construcon phasing, detours, and migaon measures.
The public outreach consultant will:
• Secure venues (or virtual meeng logiscs).
• Develop presentaon materials, boards, and handouts in coordinaon with the design team. • Manage meeng facilitaon, sign-ins, comment collecon, and translaon support as needed. • Summarize community feedback for the city and design team.
The consultant will:
• Prepare project exhibits for presentaon during public meengs (up to 5) • Assist in the preparaon of power point presentaons for stakeholder outreach meengs • Provide technical staff to support stakeholder outreach meengs • Provide graphics for inclusion within collateral materials prepared by the public outreach consultant.
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-3
2.4. Public Noficaons and Mailers
The public outreach consultant will prepare and distribute clear and visually engaging public noficaons.
Acvies include:
• Two community mailers med with key milestones (project introducon and pre-construcon). • Preparaon of content for city newsle4ers, social media posts, and web updates. • Design and prinng coordinaon, using accessible language and branding consistent with City standards. • Translaon into Spanish and other languages as appropriate.
2.5. Visual, Web, and Media Support
The public outreach consultant will Support city staff in maintaining an acve and informave digital presence for the project.
Acvies include:
• Development of project webpage text and updates for the City’s website. • Coordinaon of graphics, photos, and progress visuals to illustrate improvements. • Preparaon of social media content (Facebook, X/Twi4er, Instagram, and Nextdoor). • Support for media inquiries and press releases as directed by the City.
2.6. Documentaon and Reporng
The public outreach consultant will maintain thorough records of all outreach acvies, correspondence, and feedback, providing the City with comprehensive reporng at each phase.
Task 2 Deliverables
• Dra@ and Final Public Outreach and Communicaons Plan • Contact and Stakeholder Database
• Outreach schedule aligned with design milestones
• Team meengs as needed
• Business and Stakeholder Contact Log
• Up to five stakeholder/business community roundtables
• Summary Memo of Issues and Feedback
• Follow-up materials for affected properes
• Meeng noficaons and materials (flyers, agenda, boards, sign-in sheets) • Summary reports documenng a4endance, feedback themes, and follow-up acons • Dra@ and Final Mailers (two rounds minimum)
• Digital-ready content for website and social media
• Distribuon summary (number mailed, areas reached)
• Web and social media content dra@s
• Press release coordinaon and talking points
• Photo documentaon/drone for City use
• Monthly progress summaries
• Meeng and outreach documentaon
• Final Public Outreach Summary Report, including metrics, materials, and outcomes
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-4
3. Survey and Base Mapping
3.1. Data Collecon
Consultant will be responsible for obtaining exisng as-built maps, topographic data, aerial mapping, and maps and plans of major ulies and proposed ulies within the project area. Relevant data will be gathered from the City of Folsom and Caltrans.
3.2. Mapping and Surveys
Consultant will provide a topographic survey for the project site. Due to the size and complexity of the project site, several survey methods will be used to provide a complete and seamless dataset. Data within the streets will be collected using a mobile LiDAR unit to capture all hardscape features from back-of-walk to back-of-walk.
This allows design level data to be captured throughout the project site without puEng the field crews in traffic and capture cross-secon data wherever the project design requires. An aerial system will be ulized to collect digital images and LiDAR data for the enre project site. This will be used to capture paint stripes, fences, building outlines, and other features beyond what the mobile LiDAR dataset provides.
Consultant will also supplement the aerial and mobile data with ground surveys to provide greater detail in obscured areas, to idenfy any ulity facilies located within the project limits, and to provide design level topo on hardscape e areas, as well as subsurface ulity features as needed to support project design. The mapping scale will be 1”=20’ with one (1) foot contour intervals generated from ground classified LiDAR points, along with any appropriate points collected with the ground surveys. Exisng condions and 2D planimetric features shall be located which will include fences, roads, street improvements, driveways, paths, buildings, walls, landscaping, ditches, culverts, grade breaks, pavement striping or markings, storm drain manholes or inlets, sanitary sewer manholes or cleanouts, water valves or meters, fire hydrants, gas valves, and all underground and overhead ulity facilies visible from the surface of the ground, shall be located. Project accuracy will conform to general accepted professional specificaons established by the ASPRS Posional Accuracy Standards for Digital Geospaal Data (2014).
Consultant will establish the project control. This includes primary control points throughout the project site, as well as targets and check shots for the aerial surveys and control for supplemental ground surveys to support the development of the topographic survey. The horizontal control shall be based on published data provided by the Naonal Geodec Survey and the North American Datum of 1983 (NAD83), State Plane, California Zone II, US Survey Feet in ground distances. The vercal control shall be based on published data provided NGS and the North American Vercal Datum of 1988 (NAVD 88). Primary control points will be set outside the proposed project limits and in easily accessible locaons, so they are suitable to be used for future Tasks on this project. If specific project control is required, this will be discussed and determined at the project kickoff meeng.
3.3. Ulity Base Mapping
Consultant will send ulity mapping requests (Ulity ‘A’ Le4ers) to known ulity owners in the project area.
Consultant will use a combinaon of record informaon provided, GIS data, and as-built informaon to develop a ulity base map. It is recommended that verificaon of underground ulies be completed during the design phase. We have included an esmated direct cost budget for potholing. However, the exact amount may change based on the final design plans.
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-5 Task 3 Deliverables
• Survey Control Data and Survey Notes
• Topographic Map with Surface and Right-of- Way Informaon in an AutoCAD DWG compable with Civil3D 2024
• Ulity Base Mapping (AutoCAD .dwg format)
4. Geotechnical Invesgaons
4.1. Geotechnical Design/Materials Report (GDMR)
4.1.1. PRELIMINARY REVIEW AND COORDINATION
The geotechnical sub-consultant will meet with the design team to review the preliminary approach and discuss the project needs, goals and schedule. The geotechnical sub-consultant will determine exploraon locaons, determine site access, and will visit the site prior to field work to mark our exploraon locaon(s) for Underground Service Alert (USA). Crawford will obtain a required Sacramento County environmental health boring permit. Crawford will obtain a Caltrans encroachment permit for our fieldwork within the public right-of- way exploraon locaons, and schedule traffic control as needed.
4.1.2. SUBSURFACE EXPLORATION
The geotechnical sub-consultant will perform up to four borings to depths ranging from 25 to 30 feet deep at the planned improvements.
Our Engineer/Geologist will direct the sampling and log the borings. At a minimum, we will sample at 5-foot intervals. We will deliver the samples to our laboratory for tesng. The drilling contractor will advance the borings with a rubber-red, truck- or track- mounted drill rig using 4 to 6-inch diameter hollow stem augers, solid stem augers, and/or mud-rotary techniques. Standard Penetraon Tesng (SPT) and California Modified sampling will be performed within the borings to obtain samples and blow count informaon. Bulk samples will be collected for R-value tesng for pavement secon recommendaons.
4.1.3. LABORATORY TESTING
The geotechnical sub-consultant will perform the following laboratory tests (if applicable) on relavely undisturbed samples obtained from the exploratory borings:
• Chemical Analysis;
• Moisture Content and Unit Weight;
• Plascity Index;
• R-Value; and
• Sieve Analysis.
4.1.4. GEOTECHNICAL DESIGN/MATERIALS REPORT
The geotechnical sub-consultant will prepare a Dra@ GDMR Report generally consistent with current Caltrans Standards for the earth retaining structures and roadway rehabilitaon. The report will include:
• scope of work and project descripon;
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-6 • physical seEng, including topography,
• drainage and regional/local geology;
• summary of subsurface soil and groundwater condions; • slope stability at the ramp embankments;
• allowable bearing capacity and esmated se4lement at the retaining wall; • corrosion evaluaon;
• seismic evaluaon consistent with current Caltrans ARS standards; • laboratory test results;
• grading recommendaons;
• foundaon recommendaons;
• equivalent fluid weight recommendaons;
• construcon consideraons;
• Vicinity Map; Fault Map; Geology Map; Site Plan with boring and core locaons; Boring logs and legend.
Following receipt of all Dra@ Report comments, a Final Report will be submi4ed.
4.2. Foundaon Report
The geotechnical sub-consultant will perform a site-specific foundaon study to evaluate the subsurface condions for foundaon design of the selected alternave. The proposed traffic signals and light posts are planned to be designed using Caltrans standard plans. Therefore, the field invesgaon will be limited to include subsurface for the overhead sign.
4.2.1. PROJECT DESIGN TEAM MEETINGS AND MANAGEMENT
The geotechnical sub-consultant will provide project management and allowance for a Principal and/or Senior Project Manager to a4end the kick-off meeng and up to five Project Design Team meengs (via video conference or telephone) to address geotechnical design elements of the project.
4.2.2. COORDINATION, OBTAIN PERMITS AND MARK FOR USA
For this task the geotechnical sub-consultant will:
• Determine exploraon locaons, determine site access, and mark our exploraon locaons for USA North 811;
• Obtain a Sacramento County Environmental Health Permit for our borings; • Obtain a Caltrans Encroachment Permit; and
• Coordinate our fieldwork.
4.2.3. SUBSURFACE EXPLORATION
The geotechnical sub-consultant will conduct a subsurface exploraon program to characterize the subsurface condions for the overhead sign structure, traffic signal foundaon, and light post foundaon on the approach embankments. Crawford will drill, log and sample the following test borings:
• Two borings with depths ranging between 35 to 50 @ deep for the foundaon elements of the structures;
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-7 The drilling contractor will advance borings with a rubber-red, truck and/or track mounted drill rig using 6 to 8- inch-diameter hollow, solid stem augers, and/or rotary wash methods. Standard Penetraon Tesng (SPT) and California Modified sampling will be performed within borings to obtain samples and blow count informaon. A The geotechnical sub-consultant engineer/geologist will direct the sampling and log the borings consistent with current Caltrans procedures/requirements. At a minimum, we will sample at 5-foot intervals. We will deliver the samples to the laboratory for strength and classificaon tesng. Surface and groundwater condions will be noted where encountered. Traffic control will be provided with city and Caltrans requirements. The borings will be backfilled per County requirements.
4.2.4. LABORATORY TESTING
The geotechnical sub-consultant will complete the following laboratory tests on bulk and relavely undisturbed samples obtained from the exploratory borings (as appropriate):
• Moisture Content and Unit Weight for bearing capacity and lateral capacity; • Unconfined Compression and/or Direct Shear tesng, for bearing resistance and lateral capacity; • Sieve Analysis and Plascity Index for soil classificaon; • Resistance Value for pavement design;
• Resisvity, pH, Sulfate Content, and Chloride Content for soil corrosivity analysis; and • R-value.
4.2.5. ENGINEERING EVALUATION AND ANALYSIS
The geotechnical sub-consultant will perform engineering evaluaon and analysis (using computer so@ware where applicable) for the following: bearing resistance; lateral capacity; pile drivability analysis; embankment se4lement and downdrag; site seismicity including procedures consistent with current Caltrans Seismic Design Criteria to determine the site acceleraon response spectrum (ARS); liquefacon potenal; lateral earth pressure and coefficient of fricon to resist sliding; flexible and rigid pavements; and soil corrosivity.
4.2.6. FOUNDATION REPORT
The geotechnical sub-consultant will prepare a Foundaon Report (FR) for each bridge structure (consistent with current Caltrans guidelines/format) for review and comment by the design team. The report will provide a site/project descripon, summarize site geology and geologic reconnaissance, subsurface exploraon and field and laboratory soil tests, discuss scour consideraons as applicable (based on Hydraulics Report prepared by others), and include a “Log of Test Borings” (LOTB) drawing. Earth materials and foundaon condions will be discussed including seismic criteria and the design ARS curve. Each report will discuss structure foundaon condions/ constraints, recommended type, loading of bridge foundaon elements, and include construcon consideraons. The report will also include/address approach roadway site preparaon and grading.
The geotechnical sub-consultant services for this task also include allowance for the Caltrans review process to respond to review comments if/as needed. We will contact Caltrans if necessary to recfy comments received on the dra@ report for concurrence and include comment responses in the final report.
Following receipt of all Dra@ FR review comments and concurrence with Caltrans, Crawford will prepare and submit a Final FR incorporang the comments as necessary. The FR will be submi4ed electronically as a PDF file.
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-8 Geotechnical Engineering Assumpons
• Our above scope of services assumes the following:
• Traffic control will consist of shoulder work ahead and roadwork ahead signs. • Borings will be backfilled with cement grout and capped with dyed black concrete, no HMA patching is required.
• Drill spoils will be le@ on site, spread neatly on the shoulder. • The city encroachment permit fees will be waived by the City Public Works Department. • Traffic control will consist of shoulder closures and lane closures with cones, signs, and without flaggers • The cores will be backfilled with cuEngs and 4 inches of dyed black concrete. Placement of hot mix asphalt is expensive and is beyond out scope of services.
Task 4 Deliverables
• Dra@ and Final GDMR
• Dra@ and Final Foundaon Report
5. Final Design
5.1. Traffic Operaons Analysis and Report
Consultant will provide addional traffic analysis to verify operaons of the intersecon configuraons developed during final design. Consultant will prepare a SimTraffic model of the study corridor using traffic volumes and assumpons available in the Broadstone Crossing Phase II Transportaon Impact Study and Local Transportaon Analysis (T. Kear Transportaon Planning & Management, Inc., November 12, 2024). The SimTraffic model will be used to evaluate the proposed roadway improvements under exisng and projected (year 2029) traffic condions in order to determine the best improvement configuraon to maintain acceptable LOS and queues. SimTraffic is preferred for this analysis to capture potenal weaving, merging, interacon between signals, and other driving behavior that cannot be modeled using determinisc models like Synchro/HCM.
The traffic evaluaon will primarily focus on the improvements proposed at the East Bidwell Street & Iron Point Road intersecon and adjacent on-ramp, but would also evaluate other proposed improvements on the study corridor as needed to refine the final design. A summary of delay, LOS, and 95th percenle queues will be provided at improved locaons. A qualitave evaluaon of safety will also be provided to assist with evaluang and comparing potenal improvement alternaves. All results of the traffic operaons analysis will be summarized in a technical report. Wood Rodgers assumes no new count data would be collected under this scope.
5.2. Preliminary Layout (35% Design and Esmate) and Basis of Design Memorandum
5.2.1. PRELIMINARY ROADWAY AND INTERSECTION LAYOUT
Consultant will prepare a preliminary layout that will serve as the basis for final design. The preliminary layout plans will include the intersecon improvements, turn pocket extensions, typical secons at key locaons, potenal ulity conflicts and drainage system modificaons, and right of way needs. A preliminary construcon cost esmate will be prepared with the appropriate conngencies will be prepared. The preliminary layout plans and esmate will be presented to the city for review along with a basis of design memorandum.
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-9
5.2.2. PRELIMINARY TRAFFIC SIGNAL AND LIGHTING MODIFICATION PLANS Consultant will prepare preliminary traffic signal plans to accompany the preliminary roadway and intersecon layout. The preliminary traffic signal plans will show planned locaons for new signal equipment, push bu4ons, lighng and other relevant appurtenances needed to develop a 35% traffic signal. This effort will include modificaons to the East Bidwell Street / Iron Point Road and East Bidwell Street/ Broadstone Parkway intersecons, and modificaons to the exisng City and highway lighng between Iron Point Road and the westbound US 50 on-ramp entrance.
5.3. Drainage Technical Memorandum
Consultant will prepare a drainage technical memorandum covering minor modificaons needed for the widening along Iron Point Road and E. Bidwell Street. The report will review the hydrology and hydraulics of the exisng drainage systems to ensure the modificaons will not disrupt exisng drainage pa4erns.
5.4. Storm Water Data Report (Short Form)
Consultant will prepare a short form Storm Water Data Report (SWDR) to include with the Caltrans Encroachment Permit applicaon. The SWDR will address permanent and temporary water polluon control measures to comply with the State’s NPDES general construcon permit.
5.4. Traffic Signal, City Street Lighng, and State Highway Lighng PS&E Consultant will develop PS&E for traffic signal modificaons, City street lighng, and State highway lighng based on the preliminary plans developed in Task 5.2.2. All electrical design work will conform to 2025 Caltrans Standard Plans and Specificaons, and CA-MUTCD. Traffic Signal, City Street Lighng, and State Highway Lighng PS&E will be submi4ed at the 60%, 90%, and Final submi4als. Esmated sheet count for this task is included in Table 1 below.
5.5. Planng and Irrigaon PS&E
Consultant will prepare planng and irrigaon plans to restore exisng planted areas affected by the project.
Planng and Irrigaon PS&E will be submi4ed at the 60%, 90%, and Final submi4als. Esmated sheet count for this task is included in Table 1 below.
5.6. 60% Plan SubmiBal
Consultant will develop the project plans following the City of Folsom and Caltrans Standards. Preparaon of the plans set shall include the following plan sheets:
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-10 Table 1 – Esmated Sheet Count
Sheet Description
Estimated Sheets
Front Sheets
Phase 1 - Iron
Point / Bidwell
TS
Phase 2 -
Secondary
Abatements
Phase 3 -
Pavement Rehab
Title 1 - - -
Key Map 1 - - -
Control 1 - - -
Typical Sections - 2 1 1
Layout - 2 4 8
Profile / Super - - - -
Construction / Grading Details - 2 6 -
Drainage Plan - 1 - -
Drainage Profiles - 1 - -
Drainage Details - 1 - -
Drainage Quantities - 1 - -
Utility Plan - 1 - -
Water Pollution Control - 2 - -
WPC Q's - 1 - -
Erosion Control - 2 - -
Stage Construction - 2 - 2
Detour Plans - - - 8
Sign Plan - 2 - -
Overhead Sign Plan - 2 - -
Sign Quantities - 2 - -
Pavement Delineation - 2 - 8
PD Q's - 1 - -
Summary of Quantities - 2 - -
Signal Mod (Iron Point) - 3 - -
Signal Mod (Broadstone) - - 1 -
Signal Mod (Scholar) - - 1 -
State Highway Lighting - 1 - -
State Traffic Signal Mod (WB off-
ramp) - 2 - -
State Electrical Details - 5 - -
State Electrical Quantities - 1 - -
City Lighting - 1 - -
City Lighting Detail - 1 - -
Landscaping / Irrigation - 8 8 -
Subtotal 3 51 21 27
Total Sheets 102
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-11 Preparaon of the roadway plans shall be consistent with City of Folsom and Caltrans Standards. Wood Rodgers shall perform internal QA/QC plans check and review and shall submit copies to City for peer review prior to submi4al to the City.
For the purposes of advancing the design and construcon of the intersecon capacity improvements, we propose to split the overall project into two locaons. Since the intersecon capacity improvements are crical to traffic operaons with the coming Su4er Medical Office complex and the need for any improvements within the State’s right of way to be approved through the Caltrans’ Encroachment Permit process, we want to focus on geEng the design and approval early in the schedule. This work will also require paral acquisions from a few property owners and have the highest potenal for ulity conflicts that will need resoluon, increasing the amount of me necessary for right of way and ulity cerficaons to be obtained. The pavement rehabilitaon work will inially lag while the geotechnical invesgaons are completed and a rehabilitee strategy is established, the two project elements will be completed and ready for construcon concurrently.
Wood Rodgers will prepare the Specificaons and Special Provisions and PS&E Quanes and Esmates for the project following the City of Folsom and Caltrans Standard Specificaons.
A subset of the 60% plan set, for work that is within the State’s Right of Way, will be developed to a 95% level using Caltrans’ standards and included in the Encroachment Permit Applicaon package for Caltrans’ review.
5.7. 90% Plan SubmiBal
Wood Rodgers will address comments received from the 60% plans and incorporate changes as appropriate in the final combined PS&E package. Under this task, Consultant shall perform an internal QA/QC plans check and review and shall submit the final combined PS&E package to an independent reviewer, will be provided. The independent reviewer shall be a registered Professional Engineer in the State of California and shall cerfy the quality of the package and that the plans are construcble.
We will respond to comments received during the inial review of the Encroachment Permit Applicaon package and resubmit the package for approval an issuance of the Encroachment Permit for construcon.
5.8. Final PS&E SubmiBal
Wood Rodgers will address comments received from the 90% plans and incorporate changes as appropriate in the final combined PS&E package.
5.9. Construcon Bid Package
Wood Rodgers will address final changes and sign the improvement plans for City approval and adversement for construcon. This task also includes preparaon of the pending Resident Engineer File and other supplemental PS&E materials, which would include the following:
• Memo to RE
• Geotechnical Design Informaon
• Caltrans contact informaon
• General Cross-Secons
• Task 5 Deliverables:
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-12 • Preliminary Layout Plans and Esmate (PDF Exhibit)
• Basis of Design Report
• 60% P&E, 90% PS&E, Final PS&E (36x24 Full Size PDF)
• Traffic Operaons Analysis Report
• Drainage Technical Memorandum
• Storm Water Data Report (Short Form)
• Transportaon Management Plan
• Pending Resident Engineer File
• Supplemental PS&E Materials
• QA/QC Plan Check and Review Documents at Each Submi4al Task 5 Deliverables
• Preliminary Layout Plans and Esmate (PDF Exhibit)
• Basis of Design Report
• 60% P&E, 90% PS&E, Final PS&E (36x24 Full Size PDF)
• Traffic Operaons Analysis Report
• Drainage Technical Memorandum
• Storm Water Data Report (Short Form)
• Pending Resident Engineer File
• Supplemental PS&E Materials
• QA/QC Plan Check and Review Documents at Each Submi4al
6. Right of Way
It’s ancipated that property rights will need to be acquired from up to three (3) properes for the proposed widenings along Iron Point Road and E. Bidwell Street. Documentaon of ulity coordinaon will be required as part of the Caltrans Right of Way Cerficaon. This scope assumes no changes to Caltrans right of way or access control will be required. The following scope addresses this work:
6.1. Right of Way Engineering and Support
A project right-of-way map will be developed from available County of Sacramento GIS line work with a review of available record informaon and record maps to determine exisng right-of-way and property lines. Wood Rodgers will also coordinate with City of Folsom counterparts to gather any right-of-way informaon or records to help establish the City’s right-of-way lines. This effort will also include the locaon of strategically located survey monuments to support the establishment of the street centerlines and rights-of-way.
Once project design begins and the three (3) areas of acquision are established. Wood Rodgers will order and review three (3) Preliminary Title Reports (PTR). Along with preparing legal descripons and plats for the three (3) acquision areas.
6.2. Right of Way Appraisals and Acquisions
Monument will work closely with the Project Engineer and the City to ensure that all necessary property rights are acquired to allow for construcon of the Project.
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-13 All services will be performed in accordance with all applicable statutory and regulatory requirements, including:
the Uniform Relocaon Assistance and Real Property Acquision Policies Act of 1970 (49 CFR Part 24), as amended; the Real Property Acquision Guidelines (Title 25, California Code of Regulaons); and the City’s own policies and procedures.
6.2.1. APPRAISALS
All appraisals and appraisal reviews used for the acquision of real property will be prepared in accordance with 49 CFR Part 24 and the Uniform Standards of Professional Appraisal Pracce (USPAP). A single self-contained appraisal report will be prepared for each property acquision that will contain relevant project-related data, subject property informaon, market comparables, and an analysis of the appraiser’s value conclusions.
During the appraisal process, Monument will be responsible for the following tasks:
• Prepare appraisal scope, fee, and schedule for each property. • Prepare and deliver appraisal noces to property owners. • Conduct field reviews of property with appraiser.
• Make weekly contact with appraisers to update progress. • Review appraisal reports for quality and accuracy.
Appraisals will be prepared in accordance with USPAP requirements, and will contain the following:
• Adequate descripon of the physical characteriscs of the property being appraised (and, in the case of a paral acquision, an adequate descripon of the remainder). • Any idenfied personal property.
• Statement of any known or observed encumbrances and the locaon, zoning, present use, and year sales history of the property.
• An analysis of the property’s highest and best use.
• All relevant approaches to value consistent with established federal appraisal pracces. If more than one approach is used, there will be an analysis and reconciliaon of the approaches to support the appraiser’s opinion of value.
• A lisng and analysis of comparable sales, including a descripon of all relevant physical, legal, and economic factors such as pares to the transacon, source, and method of financing, and verificaon by a party involved in the transacon.
• A statement of the value of the real property interest to be acquired and, for a paral acquision, a statement of value of the damages and benefits, if any, to the remaining real property where appropriate.
• The effecve date of valuaon and date of appraisal report, with signed cerficaon of the appraiser.
6.2.2. ACQUISITION AND NEGOTIATION
Based on our understanding of the project and informaon provided by the City, Monument assumes that the Project will require the acquision of property rights from up to three (3) owners. Monument will provide all services required for the City to purchase the right-of-way required to construct the Project. All tasks will be performed in accordance with applicable Federal, State and local regulaons, and the City’s internal policies and procedures. Specifically, Monument will:
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-14 • Coordinate and manage the acquision process with the City, legal counsel, design team, property owners, and tenants along with the tle company, appraisers, and other consultants to insure effecve cross-discipline communicaons.
• Review right-of-way plans, appraisal reports, tle reports, appraisal maps and legal descripons and all other pernent documents.
• Prepare acquision offer packages consisng of the City’s wri4en purchase offer, appraisal summary statement, acquision brochure, acquision agreement, conveying instruments (Grant Deed, Permanent and/or Temporary Easements, etc.), Cerficate of Acceptance, recommendaon of Just Compensaon, plat maps and legal descripons, and Title VI Informaon. • Monument’s acquision agent will a4empt to meet personally with each property owner to present the offer and discuss the acquision process.
• Negoate in good faith with each property owner or their agent or representave and address any quesons or concerns that may arise during the acquision process. • Establish and maintain an acquision file for each property owner and maintain a file checklist pursuant to the City’s specificaons.
• Promptly transmit executed documents to the City for acceptance and processing. • If necessary, prepare and submit a Le4er of Recommendaon for any proposed administrave se4lements, which will include a chronology of the negoaon efforts, and provide supporng documentaon and an explanaon of the raonale behind the recommendaon. • Escrow Coordinaon – Serving as liaison between the City and the tle company, we will facilitate the opening of escrows, assist the escrow company in obtaining any necessary addional documentaon, supervise and review the closing of escrows, and review closing statements for completeness and accuracy.
• Our primary goal will be to reach an agreement with each property owner, and we will work with the City to develop soluons to achieve this goal. Should negoaons reach an impasse, we will provide a wri4en recommendaon condemnaon acon, including all required jusficaon and supporng documentaon.
• Provide bilingual acquision agents, if necessary.
• Upon project compleon, completed acquision files will be provided electronically for each impacted owner.
6.3. Ulity Coordinaon Support Services
Wood Rodgers will provide ulity coordinaon support services per applicable professional standards and the City standards and all applicable laws and regulaons.
Task 6 Deliverables
• Up to three (3) appraisal reports
• Up to three (3) executed Agreements and Deeds/Easements. • Up to three (3) appraisal exhibits
• Up to three (3) plats and legal descripons for paral acquisions. • Communicate and coordinaon with the ulity companies. • Maintain Ulity Correspondence Diary.
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-15 • Prepare the A, B, C le4ers according to City and Caltrans procedures. • Coordinate work with ulies and review facility relocaon designs provided by the ulity companies to ensure they are consistent with the project design and proposed ROW. • Develop Reports of Invesgaons and Noce to Owner;
• Coordinate ulity relocaon schedules for mely compleon (as required) Task 7 Pavement Rehabilitaon
7.1. Pavement Design Memorandum
The geotechnical sub-consultant understands that the pavement rehabilitaon poron of this project will likely consist of resurfacing efforts to address pavement distress features that have surfaced to the top of the roadway.
Crawford will perform the following scope of services to support the design team with the development of rehabilitaon strategies taking into consideraon the current thickness of the exisng pavement secon, desired traffic index and design life, presence of ulies and driveways, cost and schedule.
7.1.1. FIELD PREPARATION AND PERMITS
• Coordinate with the design team for rights-of-entry and discuss the project design needs, goals, and schedule;
• Visit the site to mark our boring locaons for USA North 811; • Obtain a no-fee City encroachment permit; and
• Coordinate our fieldwork.
7.1.2. PAVEMENT CONDITION ASSESSMENT
The geotechnical sub-consultant will walk the alignment nong the condion of the pavement, including general notes about transverse and longitudinal cracking, ruEng, and failure areas (alligator cracking). Crawford will provide an aerial map or comment on plans provided by the design team including notes related to the locaon and general size of the failure locaons for cost esmang purposes of dig out/ repair locaons.
7.1.3. PAVEMENT CORING AND LABORATORY TESTING
To measure the exisng structural pavement secons (HMA and AB), Crawford will perform 14 pavement cores, with a minimum of one pavement core on each street. An Engineer/Geologist will direct the coring and sampling. At each core locaon, Crawford will use a diamond pped core bit 4 to 6 inches in diameter to core through the exisng pavement. The exisng pavement secons (HMA and AB) will be measured, and subgrade samples will be retrieved for R-value tesng.
Nave sampling may fluctuate depending on soil condions encountered at the me of work. Not all material may be suitable for tesng (such as hard pan, coarse aggregates such as cobbles or backfill material). Crawford will provide appropriate tesng for design purposes based on what it is encountered in the field.
Cores will be backfilled with sand and topped with dyed black quick seEng concrete to match the exisng road.
Hot mix asphalt patching is not included in our scope of services since the road will be rehabilitated soon. We will work with the City encroachment permit department on the traffic control requirements; however, we expect traffic control to consist of road work ahead signs, lane shi@s, and lane closures without flaggers.
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-16
7.1.4. ENGINEERING EVALUATION AND ANALYSIS
Following the results of our fieldwork and R-value tesng, The geotechnical sub-consultant will perform engineering analyses to determine the following:
• Current traffic index based on the results of the cores, assigned gravel factors for the in-place materials, and thickness of the exisng pavement secon.
• New pavement secon thicknesses based on the desired traffic index (provided by others) for comparison purposes only.
• Various pavement rehabilitaon opons including mill and overlay with dig outs, pavement recycling opons (such as paral depth recycling or cold in-place recycling), remove and replacement, and full depth HMA.
7.1.5. PAVEMENT DESIGN MEMO
The geotechnical sub-consultant will prepare a report containing:
• Project descripon and scope of services;
• Subgrade soil condions;
• Exisng pavement condion;
• Results of our pavement coring, presence of overlays and fabric, and current traffic index; • R-value test results;
• Conclusion and Discussions;
• New pavement secon recommendaons for tradional AB and HMA and full depth HMA based on the traffic index provided by the Design Team;
• Rehabilitaon opons considering mill and overlay with dig outs and recycling opons including paral depth recycling and cold in-place recycling; and
• Vicinity map, site plan, dig out map(s), core logs, and core photos.
7.2. Pavement Rehabilitaon PS&E
Consultant will prepare planng and irrigaon plans to restore exisng planted areas affected by the project.
Planng and Irrigaon PS&E will be submi4ed at the 60%, 90%, and Final submi4als. Esmated sheet count for this task is included in Table 1 below.
7.3. Transportaon Management Plan
Consultant will prepare a Transportaon Management Plan (TMP) for the project consistent with Caltrans Transportaon Management Plan Guidelines (dated November 2015). The TMP will consist of secons addressing some or all the following strategies at a plan level: roles and responsibilies, public informaon, motorist informaon, incident management, construcon strategies (e.g., lane closure charts), demand management, alternave routes (or detours), and connency plans. Wood Rodgers will coordinate with Caltrans Traffic Operaons on preparaon and review of the TMP. Wood Rodgers will prepare materials required for a major lane closure request for the ramp and any needed lane closures within Caltrans right of way. Recent data will be obtained from the Caltrans Traffic Census Program website, the Performance Measurement System (PeMS) website, or via a request to Caltrans Traffic Operaons staff. It is assumed that Wood Rodgers will not collect new data for the TMP, and all data will be obtained from Caltrans and recent available traffic studies.
03/02/2026 Item No.9.
City of Folsom
East Bidwell Street Operaonal and Pavement Rehabilitaon Project Scope of Work
City of Folsom | East Bidwell Street Operaonal and Pavement Rehabilitaon Project | Exhibit A-17 Task 7 Deliverables
• 60% P&E, 90% PS&E, Final PS&E (36x24 Full Size PDF)
• Transportaon Management Plan
• Dra@ and Final Pavement Design Memo
03/02/2026 Item No.9.
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03/02/2026 Item No.9.