Loading...
HomeMy WebLinkAbout2026-08-25 - AGENDA REPORTS - NEWHALL PARK IMPR PROJ P2017 DESIGN CONTRSO Agenda Item: 8 CITY OF SANTA CLARITA W AGENDA REPORT CONSENT CALENDAR CITY MANAGER APPROVAL: DATE: August 25, 2026 SUBJECT: NEWHALL PARK IMPROVEMENTS, PROJECT P2017 - DESIGN CONTRACTS DEPARTMENT: Public Works PRESENTER: Carla Callahan RECOMMENDED ACTION City Council: 1. Award the design contract to Pacific Coast Land Design, Inc., for the park improvements for the Newhall Park Improvements, Project P2017, in the amount of $1,843,133 and authorize a contingency in the amount of $184,313, for a total contract amount not to exceed $2,027,446. 2. Award the design contract to Pacific Advanced Civil Engineering, Inc., for the regional stormwater infiltration facility for the Newhall Park Improvements, Project P2017, in the amount of $428,780 and authorize a contingency in the amount of $42,878, for a total contract amount not to exceed $471,658. 3. Appropriate one-time funds in the amount of $2,672,000 to the Newhall Park Improvements, Project P2017, from the following funds: • $1,071,103 from Measure W Safe Clean Water Regional Fund (Fund 274) to expenditure account P2017274-516101; • $1,025,897 from Facilities Fund (Fund 723) to expenditure account P2017723- 516101; • $450,000 from Stormwater Utility Fund (Fund 356) to expenditure account P2017356- 516101; • $125,000 from TDA Article 8 (Fund 233) to expenditure account P2017233-516101. 4. Authorize the City Manager or designee to execute all contracts and associated documents, subject to City Attorney review. Page 1 Packet Pg. 158 O BACKGROUND Newhall Park was constructed in 1950 and was operated by the County of Los Angeles (County) until the City of Santa Clarita (City) was incorporated in 1987. The 14.3-acre community park currently features two basketball courts, a softball field, a playground, soccer fields, picnic areas with a barbeque, public restrooms, and a public pool, making it a versatile location for families, students, and visitors to enjoy outdoor activities and events. The site also features a multi- purpose room and a Boys and Girls Club of Santa Clarita Valley facility. Newhall Park is located at the corner of Dalbey Drive and Newhall Avenue, as shown on the attached Location Map. This project will finalize construction documents for the installation of the regional stormwater infiltration facility and park improvements at Newhall Park. Based on community feedback and the completed concept design, the proposed improvements at Newhall Park include a new subterranean regional stormwater infiltration facility, a re -circulating splash pad, two new basketball courts, a full size multi -purpose field, an inclusive playground with shade structures, a new futsal court, a nature play area, new shaded picnic pavilions with picnic tables and barbecues, new field lighting, pool improvements, new perimeter walking path, additional parking with EV chargers, energy efficient building improvements, new restroom building, new trees, new turf, and landscaping and irrigation improvements. This project supports the Sustainable Public Infrastructure theme of the City's strategic plan, Santa Clarita Pathway Forward. The scope of work for the design contracts includes civil engineering design and landscape design services and preparation of final construction documents. These documents will consist of complete plans, specifications, and engineer's estimates for construction and operational manuals for post -construction maintenance. Park Improvements Design Contract The City conducted a Request for Proposal (RFP) to solicit proposals from qualified firms to provide design services for the Newhall Park Improvements project. The RFP was published and circulated via the City's e-procurement system, BidNet, on February 24, 2025. Firms were evaluated based on the entire scope of services outlined in the RFP. The City Council awarded a design contract for concept design services for a total amount not to exceed $659,508 to Pacific Coast Land Design, Inc. (PCLD) at the July 8, 2025, City Council meeting. This scope of work included community outreach meetings and architectural, survey, engineering, and landscape design services required to complete conceptual layouts for the park improvements. Since PCLD was originally evaluated and selected based on its qualifications to perform the entire scope of services outlined in the RFP, it is recommended that PCLD be awarded a contract for a total of $2,027,446, including contingency, to provide appropriate civil engineering design and landscape design services and complete the design of the park improvements. The proposal is available in the City Clerk's Reading File. Page 2 Packet Pg. 159 O Regional Stormwater Infiltration Facility Design Contract On July 9, 2013, the City Council entered into an agreement with the County to develop the Upper Santa Clara River Enhanced Watershed Management Program (EWMP) in compliance with state and federal requirements under the Storm Water Permit (Permit) issued by the Los Angeles Regional Water Quality Control Board. The EWMP identifies projects, actions, and milestones necessary to meet the Permit's pollutant reduction requirements. As part of the EWMP, the City is required to provide stormwater infiltration capacity through regional infiltration facilities. The City conducted an RFP to solicit proposals from qualified firms to provide civil engineering and design services for the EWMP Regional Storm Water Best Management Practices Preliminary Design Investigation project covering four different project sites. The RFP was published and circulated via the City's former e-procurement system, PlanetBids, on January 10, 2018. Firms were evaluated based on the entire scope of services outlined in the RFP. The City Council awarded a design contract for preliminary design investigation and design services for a total amount not to exceed $851,987 to Pacific Advanced Civil Engineering, Inc. (PACE) at the April 10, 2018, City Council meeting. After the design investigation and feasibility study was completed, the City identified Newhall Park as an adequate site for a regional stormwater infiltration facility. PACE is the Engineer of Record for the EWMP Regional Stormwater Best Management Practices, project R3008, and subsequently the Newhall Park Improvements, project P2017. Since PACE was originally evaluated and selected based on its qualifications to perform the entire scope of services outlined in the RFP, it is recommended PACE be awarded a contract for a total of $471,658, including contingency, to provide civil engineering design services and complete the design for the regional stormwater infiltration facility. The proposal is available in the City Clerk's Reading File. California Government Code 4526 prescribes the selection of architectural and engineering services to be based on demonstrated competence and professional qualifications necessary for the satisfactory performance of the services required and does not authorize the selection of professional architect and engineering services based on cost. City staff was able to reach an agreement with PCLD and PACE at a fair and reasonable price. The requested contingencies will cover the costs of unforeseen design constraints and account for potential design modifications requested by the City and other permitting agencies during the design of the project. This includes potential adjustments to the civil engineering and landscape drawings and change orders for additional work requested by the City. On January 26, 2021, the City Council approved a transfer agreement for Measure W Safe Clean Water Regional Funds from the County to support the design and construction of regional infiltration projects. The requested budget appropriation of $2,672,000 allocates a portion of these funds to this project, bringing the total project budget to $2,778,000 representing $2,499,104 in design contract costs and $278,896 in project administrative costs. Project administrative costs include staff time, project management, inspection fees, plan check fees, Page 3 Packet Pg. 160 O utility design fees, and permit fees. ALTERNATIVE ACTION Other action as determined by the City Council. FISCAL IMPACT Upon approval of the recommended action, $2,778,000 will be available in expenditure accounts P2017274-516101 (Measure W Regional Fund), P2017356-516101 (Stormwater Utility Fund), P2017233-516101 (TDA Art 8), and P2017723-516101 (Facilities Fund) to supportthe recommended contracts and project administrative costs. ATTACHMENTS Location Map Proposal for Pacific Coast Land Design, Inc. (available in the City Clerk's Reading File) Proposal for Pacific Advanced Civil Engineering, Inc. (available in the City Clerk's Reading File) Page 4 Packet Pg. 161 kl� 4, u . r�• NEWHALL PARK INFILTRATION PROJECT RFP Number: CIP-24-25-R3008 J U LY 31, 2026 Proposal to Provide LANDSCAPE ARCHITECTURAL SERVICES to THE CITY OF SANTA CLARITA W l� r Pacific Coast Land Design, Inc. Landscape Architecture - Urban Design • Environmental Planning with: R.T. Frankian & Associates Field Stone Development, LLC Encompass Consultant Group (ECG) Thoma Engineering Thomas Flitsch Architects P.C. DiCecco Architecture, Inc. 3C Engineering Envicom Corporation Aquatic Design Group RGgEi, Inc. Lin Consulting ��OPE OF WORK PS&E The services proposed by Pacific Coast Land Design and our team of sub -consultants for SCOPE OF the PS&E Scope Update include necessary tasks to implement the Newhall Park Infiltration WORK UPDATE Project based on the approved Conceptual Design and off -site improvements. The original PS&E Scope of Work was based on the preliminary project assumptions described in the RFP, prior to completion and approval of the conceptual design phase. During conceptual design, the project was expanded beyond those original assumptions to study and define broader park improvements, including full buildout alternatives and additional site and building improvements. At the time the conceptual design contract was authorized, it was understood that the PS&E scope and associated fee would be refined after the preferred conceptual plan was approved and the full extent of improvements was established. Because the conceptual phase evaluated a range of potential outcomes; from limited renovation of existing facilities to a more comprehensive park buildout, the final PS&E effort could not be fully defined until the conceptual plan was completed and approved. Now that the approved conceptual plan establishes the scope of improvements, the Scope of Work below is updated to reflect the additional work required beyond the original RFP-based assumptions. The primary scope additions are as follows: • New on -site parking improvements. • Full interior renovation of the existing MPR building, including new windows and doors. • Demolition of the existing restroom attached to the Boys & Girls Club building. • New splash pad pump room within the footprint of the demolished restroom building. • New expanded restroom building along the northwest side of the Boys & Girls Club building. • New pool within the footprint of the existing pool, including improved drain systems, the edge, and pool deck. • New fenced in Futsal Court • Asphalt overlay, signing, and striping for Dalbey Drive and Newhall Avenue adjacent to the park. • Curb and gutter improvements along Newhall Avenue from Dalbey Drive to 1 1 th Street. • Separate fiber optic plans showing a connection from Railroad Avenue to the park pool building. • Associated support services for the expanded improvements, including geotechnical investigations and reports, expanded site survey work, and utility investigation. The PCLD Team will provide all professional and support services required to manage, control, track, and report on the progress of work and expenditures provided under this scope of work. 20 1 PCLD Newhall Park Infiltration Project PS&E Proposal 1_0 PS&E Project Kick-off Meeting • Develop a Project Development Team (PDT) consisting of Consultants, City Staff, and other agency representatives and stakeholders as necessary. • Set PDT meeting schedules and review overall project timeline. OUTPUT - Meeting notes with updated project schedule. 1_1 Monthly PDT Meetings • PCLD and key sub -consultants will attend and prepare for monthly PDT meetings to review project schedules, coordinate design progress, and present major submittals to City Stakeholders. Meetings may be held in -person, on -site, and virtually at the discretion of the City. OUTPUT - All agendas, meeting minutes, action items, and exhibits will be included. 1_2 Monthly Progress Reports • PCLD will prepare monthly progress reports, schedule updates, and supporting data. These reports will accompany monthly invoices throughout the project and will include accomplished tasks for the month, anticipated progress for the next month, pending issues, action items, and schedule completion target dates. OUTPUT - Monthly Progress Reports 1_3 Measure W Technical Support • Provide any necessary data or documentation to submit a project modification request form to Safe Clean Water (SCW) after concept design plan is finalized and selected. • Prepare quarterly and annual reports, and provide technical information as needed. OUTPUT - Exhibits and documentation as needed and requested by the City 1_4 Project Schedule • Within two weeks of the Notice to Proceed (NTP), PCLD will provide a detailed project schedule. PCLD will update the schedule as needed throughout the project. OUTPUT - Project Schedule with Key Dates, Milestones, and Deadlines 1_5 Quality Control • PCLD will be the primary Quality Assurance/Quality Control (QA/QC) lead with project submittals and will complete internal documentation reviews with the consultant team prior to formal submittals to the City. OUTPUT - PCLD will format and provide a matrix documenting all comments and correction items. This matrix will be provided to the City and all sub -consultants to ensure proper coordination, task tracking, and comment responses. 1_6 Public Engagement • PCLD and key design consultants will prepare exhibits for, attend, and present at public engagement meetings. This task includes: • Attendance at meetings with City staff to strategize outreach methods, materials, and engagement opportunities. • Preparation of materials for the City's Public Outreach process. • Facilitation and presentation at three Public Engagement meetings. • Attendance at one additional public hearing as determined by the City. OUTPUT - Outreach materials, attendance, presentation, and report PCLD Newhall Park Infiltration Project PS&E Proposal 1 21 1_7 Public Art Support • PCLD will meet and coordinate with the Civic Arts department at up to three meetings to determine appropriate location and size of Civic Art pad. OUTPUT - Meetings and Civic Art concrete base layout, detail, and specifications The Design Team will acquire existing data, reports, and drawings relative to the Newhall Park Infiltration project from the City and will supplement with site reconnaissance and survey to support scope additions to the Concept Design. 2.1 Field Reconnaissance • PCLD and the design team will conduct field reconnaissance over several site visits in coordination with City Staff to assess existing conditions of the project site and surrounding areas, with a focus on new scope items. OUTPUT - Exhibits and base plan updates 2.2 Document Research and Review • Obtain and review available reports, maps, data, as -built plans, and applicable previous studies of the project site. • Locate all existing underground and overhead utilities within the project area and include them in the project base map. • Agency and utility company coordination to identify design constraints. • Review and analyze findings with the PDT to determine design controls and considerations necessary for plan preparation and approvals. OUTPUT - Project base map update and summary of findings for PDT 2_3 Survev The consultant team understands that the existing survey will be supplemented with new survey of property boundaries, existing easements, restricted areas, topographic survey, control data, and utility locations. All survey work will be completed by Encompass Consultant Group (ECG) and coordinated with the full consultant team to ensure control for the project is consistent. Perform field survey to locate pavement, curbs, drives, walks, building footprints, fences, walls, planters, and visible surface utilities, together with topographic features such as tops, toes, flow lines, grade breaks, etc. within the project limits. The project limits are understood to include mapping from back of walk to back of walk along Newhall Avenue from the intersection of Dalby Drive to 1 1 th Street. Pavement and surface materials will also be identified. Trees larger than 4" in diameter will be located and shown on the map. Download and compute survey data, and prepare an AutoCAD drawing file. The mapping will be compiled at a scale of 1 " = 20' with a 1-foot contour interval. Each surveyed feature will be clearly labeled or noted by symbol as identified in the field. Research of pertinent recorded maps and documents. Compile center line and right of way information for the project limits based on the information contained in the latest available assessor site information. The computed boundary will be added to the AutoCAD drawing base map. Resolving boundary problems, such as conflicting descriptions and misclosures, are beyond the scope of this proposal. If easements of record are required to be plotted, a current preliminary title report will need to be provided by client to determine additional level of effort, if any. Perform field survey to search for and recover existing record monuments sufficient in number to compile the record documents. The monuments will be 22 1 PCLD Newhall Park Infiltration Project PS&E Proposal tied to the project control survey, and will be used to orient the boundary to the project mapping datum. Title Report for Newhall Park Final deliverables will include AutoCAD and PDF files, with the survey signed and sealed by a California Licensed Land Surveyor. OUTPUT - AutoCAD drawing files via email, FTP or DVD as appropriate and a PDF signed and sealed digitally by a California Licensed Lands Surveyor. Hardcopies available upon request. 2.4Existing Utility Research • ECG will perform utility record drawing request from pertinent utility providers. • ECG will use professional judgment to prepare existing utility mapping based on the received utility record drawings and any surveyed surface features. However, due to inherent limitations in utility records, utility information provided shall be considered approximate and for design reference only. Final utility locations shall be verified by the contractor in the field during construction OUTPUT - Existing Utility Documentation 2.5CASp Field Inspection Report (Completed as part of 2A) • As a Certified Access Specialist (CASp), TJ F Architects, will visit the site and conduct an accessibility assessment of existing park features to remain, including, but not limited, any existing buildings to remain that require accessibility upgrades, existing parking facilities, existing paths -of -travel to remain, and existing BBQs and gazebo area to remain. This report will serve as the basis for key decision making regarding renovations to existing structures or park amenities, particularly in terms of enhancements to existing restrooms, multi -purpose rooms, and maintenance building as identified in the RFP. OUTPUT - CASp Field Inspection Report, Concept and PS&E CASp review 2.6Existing Tree Survey (including Oak Tree Report) and Tree Recommendations • Based on the 2020 Conceptual Site Plan provided with the RFP, and PCLD's previous work on the project, there are nearly 200 existing trees on the Newhall Park site, many of which are Heritage Oaks. We understand the value that the City and the community place in preserving these existing trees. The team's arborist, Envicom, will complete the Existing Tree Report that will assign tree values based on size, health, appearance and potential conflicts for all of the trees in the park. Additionally, the arborist will create a list of recommended proposed trees for the park based on existing tree species and site conditions, review plans and details for existing tree protection, and provide a tree planspant report. OUTPUT - Existing Tree Report (including Oak Tree Report), Existing Tree Protection Recommendations/Specifications, Tree Planting Recommendations 2.7Geotechnical Investigations & Reporting • Investigation - Park Design support • Infiltration Testing - 22k SF BMP Design Support • Agronomic Sampling and Testing • Roadway Pavement Investigation OUTPUT - Geotechnical Reports & Pavement Recommendations 2.8Grant Research and Writing • Concept Phase Grant funding research • SPP round 5 Grant Writing • EHCRP Grant Writing • Grant Administration Support OUTPUT - Grant Writing and Administration support for the SPP and EHCRP Grants PCLD Newhall Park Infiltration Project PS&E Proposal 1 23 2_9 Existing Sewer Line Inspection • A subconsultant to ECG will perform a camera inspection for the City -owned sewer system within the Park. See camera inspection limits in red in the attached exhibit. • The existing condition of the sewer lines will be documented and deficiencies will be noted. OUTPUT - Sewer Camera Footage and Sewer Inspection Report 2.10 Potholing • A subconsultant to ECG will perform 4 potholes within the park grounds. • Irrigation system wire toning will be conducted at key P.O.C. locations. OUTPUT - Pothole Results & Report 2.11 Sewer Replacement Design (Optional) • New sewer line to replace up to 1,000 LF of sewer line within the park OUTPUT - New Sewer Line PS&E documentation Now that the approved conceptual plan establishes the scope of improvements, the PS&E Design scope below is updated to reflect the additional work required beyond the original RFP-based assumptions. The design team will refine the design and provide submittals of Plans, Specifications and Estimates (PS&E) at the following intervals: 30%, 60%, 90%, 100% and Final Issue for Bid, included as Tasks 3.5 - 3.9 below. OUTPUT Plans - Plans will be prepared and submitted for plan review at 30% (Task 3.5), 60% (Task 3.6), 90% (Task 3.7), and 100% (Task 3.8), and Final Issue for Bid (Task 3.9). PCLD and the design team will provide all items required for submittal by the reviewing agencies. The submitted plans and specifications shall be issued in a condition such that the documents are complete, fully coordinated between disciplines, and ready to be issued for plan checking. Anticipated plans will include, but not be limited to: 0 Project Cover Sheet 0 Vehicle Maintenance and Pedestrian Access Plan 0 Demolition Plans 0 Erosion Control Plan 0 Existing Tree Protection Plans 0 Grading and Paving Plans * Park and Parking lot grading * Parking lot signing and striping, including EV charger design 0 Wet Utility Plan * Domestic water and sewer laterals for the new restrooms and splash pad * Drainage plan for minor area drains and storm drain laterals that will connect to the main park storm drain line and pool deck drain line 0 Overlay Plans * The existing southern park parking lot * The full width of Dalbey Drive along the park frontage * The full width of Newhall Avenue along the park frontage 0 Offsite Street Plans * Two new driveways on Dalbey Drive * Two new driveways on Newhall Avenue 24 1 PCLD Newhall Park Infiltration Project PS&E Proposal * Removal of existing diagonal parking on Newhall Avenue * New curb and gutter on both sides of Newhall Avenue where needed in gaps where gutter does not exist currently between Dalby Drive and 1 1 th Street 0 Offsite Signing and Striping Plans * Dalbey Drive along park frontage * Newhall Avenue from Dalbey Drive to 15th Street 0 Traffic Control Plans * Dalbey Drive along park frontage * Newhall Avenue from Dalbey Drive to 1 1 th Street 0 Horizontal Control Plan 0 Site Lighting and Power 0 Sports Field Lighting 0 Landscape Site Construction Plans and Details 0 Irrigation Plans and Details 0 Splash Pad Plans and Details (including M.E.P., etc.) 0 Pool Plans and Details 0 Architectural/Building Enhancement Plans and Details 0 Structural Plans and Details 0 Fiber Optic Dry Utility Plans and Details PCLD and the design team will provide electronic copies of all documents developed during the contracted period with the City. Drawings will be developed on AutoCAD Version 2022 or equivalent and documents will be prepared utilizing Microsoft Office Suite and submitted to the City via email or City -approved software. Specifications - PCLD and the design team will prepare specifications in a format consistent with the 2021 or latest edition of the Standard Specifications for Public Works Construction (SSPWC). For work items not adequately covered in the SSPWC, project specific specifications will be developed to include technical specifications for any materials, finished, and/or structures to be used as needed. Specifications for specialized sports field design based on previous City parks will also be included. Specifications will be submitted at 90% (Task 3.7), 100% (Task 3.8), and final milestones (Task 3.9). When complete, PCLD will provide a digital file for specification package in Microsoft Word format. Estimates - PCLD will work closely with cost estimating sub -consultant Field Stone Development to provide cost estimate at 30% (Task 3.5), 60% (Task 3.6), 90% (Task 3.7), 100% (Task 3.8), and final plans (Task 3.9). The estimate will include a breakdown of costs for each item of work and match the bid schedule, item by item, included in the specifications. The unit costs will be based upon the most current cost information for recent similar projects in the area, compiled by the Consultant and approved by the City. The estimate will include detailed takeoff of the plans to account for all engineer - estimated bid item quantities. Estimated Construction Schedule - PCLD, in coordination with the design team, will submit updated design and estimated construction schedule at 60% (Task 3.6), 90% (Task 3.7), 100% (Task 3.8), and Final submittals (Task 3.9). The construction schedule will consider adjacent school schedules, any large programming that occurs at Newhall Park throughout the year, and any scope items with long lead times. 3-D Renderings -The team will prepare conceptual 3-dimensional renderings of the detailed design for use and display in meetings at 90% (Task 3.7), 100% (Task 3.8), and Final PS&E (Task 3.9) submittals. PCLD Newhall Park Infiltration Project PS&E Proposal 1 25 3_5 30% PS&E • As the first PS&E submittal, the 30% milestone will be the first to incorporate all feedback received during the previous conceptual design phase, narrowing the scope -of -work to the single alternative selected and approved by the City. This milestone serves as a basis -of -design for the scope -of -work and will create the PS&E framework from which subsequent submittals will be built and reviewed. 3_6 607o PS&E • The 60% PS&E Submittal will incorporate any feedback received from previous submittal(s) and plan check comments received from the City. 3_7 905'o PS&E • The 90% PS&E Submittal will incorporate any feedback received from the previous submittal(s) and plan checks to the City. This submittal will serve as the first formal permit submittal to the City and other agencies, as required, including, but not limited to L.A County Public Heath Department and Flood Control District. 3_8 100% PS&E • The 100% PS&E submittal will incorporate any plan check comments received by the City and all additional permit agencies and resubmitted once corrected. 3_9 Issue Final PS&E for Bidding (following 1007o review) • The Final PS&E will incorporate any remaining comments from the City and/or permitting agencies prior to bidding. The PCLD team will include and coordinate any other plan submittals, reviews or clearances required from City and County agencies to provide complete plans and specifications for permit issuance. The PCLD team will format the 90% PS&E documents as necessary to begin the permit application and review process with City and County Agencies, including revisions per comments received incorporated into resubmittals at 100% PS&E. 4_1 Permits and Approvals • PCLD and the design team will receive plan check approvals from all design consultants, affected agencies, and all applicable City divisions including but not limited to CIP, Environmental Services, Parks, Facilities Maintenance, Engineering Services, Building and Safety, Traffic, Urban Forestry, Landscape Maintenance Division, Recreation and Community Services, and Arts and Events. This task also includes: • Coordination with all utility companies throughout the design of the project as well as other public agencies such as L.A. County Flood Control District as needed. • Obtain L.A. County approvals for associated storm drain and sanitation permits. • Obtain any necessary Health Department and/or Fire Department permits and/or approvals as needed. Splash pad design shall adhere to any applicable City and County requirements as required. • Provision of technical information or documentation as needed for CEQA and the SWPPP permit and account for any time impacts from these environmental submittals in the scheduling. • Preparation of plans, exhibits, and/or documentation necessary for construction access agreement on neighboring property (L.A. County Flood Control District, Place(ta Junior High, Hart High School) or discussions with 26 1 PCLD Newhall Park Infiltration Project PS&E Proposal property owners, as necessary. • Provision of all necessary plan check copies required by the affected Agencies and utilities. • Provision to the City of original and/or updated complete set of approved PS&E. OUTPUT - Complete set of approved PS&E documents 4_2 Bid Support • PCLD will provide technical support during the bid phase of the project and assist the City's Project Manager in responding to questions related to the plans and technical specifications during the bid phase. If necessary, PCLD and the design team will update the plans and technical specifications based on questions during the bid phase and write addendums in response to these changes. This tasks includes: • Attend Pre -Bid meeting. • Assist in analyzing the bids to identify lowest responsible bidder. • Assist in City's RFP preparation for Materials Testing and Special Inspections. OUTPUT - RFI Responses, Addenda, Bid Analysis This task is included as an optional scope to the work plan. If awarded, PCLD and the design team will assist the City with construction administration services during construction phase through project close-out. This phase shall include but not be limited to the following tasks. Construction Meetings and Support • The design team will provide construction administration for the duration of the construction project including the preparation, review, and recommendation of all construction related documents. This task includes: • Attend weekly jobsite meetings and job inspection visits. This assumes a total of 36 weekly meetings based on a 180 day construction schedule. • Respond to RFI's and review submittals and shop drawings. • Prepare construction bulletins as needed. • Prepare construction correction notices as needed. • Assist with reviewing, analyzing, and advising the City on Contract Change Order requests. • Perform Qualified SWPPP Practitioner (QSP) services, including all required inspections, field sampling, sample analysis forTurbidity and pH, REAP preparation, and reports. • Meet with the City approximately once a month to report on the progress of the work. A brief written summary of these meetings shall be prepared by the Consultant and submitted to the Project Manager. • Complete Sustainability Certification documentation and submittal package, if needed. • Perform final review and contribute to the punch list with the contractor. • Procure and maintain construction management software for coordination and filing of construction documents (ProCore or similar). * Qualified SWPPP Practictioner (QSP) services, including all required inspections, field sampling, sample analysis for Turbidity and pH, REAP preparation, and reports are to be provide by others under separate contract with the City. As -Built Plans • PCLD and the design team will prepare As -Built Drawings upon completion of the project and acquire the Contractor's daily red lined plans from the Contractor and their subcontractors. • Final Record Drawings in electronic (CAD and PDF) and hard copy format. PCLD Newhall Park Infiltration Project PS&E Proposal 1 27 TASK ID DESCRIPTION Aquatic Design Thomas Jacob Encompass DiCecco Group Thoma Field Stone Flitsch Architects Consultant Group Architecture Inc. (Splash Pad 8 Engineering 3C Engineering RGSE, Inc. Development P.C. ENVICOM RT Frankian Lin Consulting (Survey i Civil) (Arch) Pool) (Electrical) (Mech+Plumb) (Structural) (Cost Estimating) (CASp) (Arborist) (Geotech) (Traffic) TOTAL $ 63,745.00 $ 107,085.00 Q MW 11=© $ 7,876.00 $ 88,826.00 -4 5,632.00 $ 457,281.00 $ 197,868.00 B5,321, 00_ , 43,032.00 $ 37,950.00 $ 12,100.00 $ 30,998.00 $ 9,306.00 $ 40,282.00 11,616.00 $ 28,182.00 $ 2,882.00 $ 7,126.00 $ 4,752.00 $ 9,900.00 TASKS 1 B-4 SUBTOTAL $ 454M $ 604,670.00 $ 240,130.00 $ 98,989.00 $ 92,447.00 z4,_3,800.Og $ 49,S00.00 $ 4,114.00 $ 14,575.00 $ 38,874.00 $ 98,132.00 $ 54,208.00 $ 1,838,133.00 TOTAL (TASK 1 B-4 INCLUDING REIMBURSABLE EXPENSES) $ 1,843,133.00 RATE TABLE Principal Senior Associate Landscape - Associate Designer $ 195 $ 170 $ 135 $ 115 Jr.rq.J—..T.T.TTXft—T.TM; M.. Kerr.Trr.VIM 2-Man Clerical _ Principal II Principal I Senior II Associate I Assistant II Assistant Survey Support $ 240 $ 220 $ 205 $ 175 $ 165 $ 155 $ 335 $ 95 Aquatics Aquatics Aquatics - Project Aquatics PM Aquatics Aquatics • • • • • Aquatics PIC Principal IPrincipal Architect Iproject Architect (CA) Designer Admin $ 245 $ 245 $ 245 $ 225 $ 205 $ 165 $ 110 • Producti]stn • • • Arborist Staff Arborist GIS Graphics Speciali $ 200 $ 140 $ 130 $ 130 $ Principal Field Outside Geotechncia Engineer - Senior Field Laboratory CAD Services and _ • _ I Engineer Deputy Engineer Technician Operator Clerical Staff Trip Charges Supplies $ 345 $ 285 $ 215 $ 155 $ 165 $ 150 $ 195 $ 1 PCLD Newhall Park Infiltration Project PS&E Cost Proposal I ix EXHIBIT "A" CONCEPTUAL SITE PLAN I IV —D E E k N ° -CRN" /l" P ONITN , aMPRIVERS CONCEPTUAL STORMWATER PLAION LINE O O •"'*. ,' 2 RM eeu A oN IH-IFIu a a,'END ,. SDRGE INVERT UT o { I rn r F I 1 m„0 O EXCAVATION LIMITSI BMP x i NEwre"r1DPEeToana NE[+N az"r1DPEeTORM LINE i o I/ _ O 06 /, 'VP 1 o oM r4 r1YD 0 YNAM C SEPARAT R ... X 1 GRASS S—E FRowuNE 2> T CONCEPT STORMWATER PLAN TAKEOFF y Q1 TOTAL STALLS BY TYPE % V , SYMBOL QTY TYPE DIVERSION INVERT 740 LF 42" HOPE STORM LINE O mk MUNIC PA_ M OTTO LF 18" HOPE STORM LINE m .s T 1 e 26 LF 42"CONCRETE DRAIN PIPE V f L ■ 63 EA 24" RIM INLET mm IN 't r ` a ^• NVERT I R O 8EA 48"MANHOLE 'a q O - z 2EA 42"STORM PIPE CONCRETE CULVERT Sk 2EA HYDRODYNAMIC SEPARATOR roq z P/ 0 J RO YNAM CeEPARATOR 4 `rJ - ' Y . 4 a DENOL4ExS`TNGS TGRw RPPEiGV CR N L GNCRETESrGRMw1 ATERDR aDENG SrEx NGCGNCRErE T "NVVVERTC,CONCRETECU VERTATPRGPERTY Ne° • A W„ L L _ PI NEWHALL PARK CONCEPT STORMWATER PLAN 0 30 60 90ff JScale: 1" - 3o'-0" EXHIBIT' Existing Building EXHIBIT "C.1" - MPR RESTROOM RENOVATION CONCEPTUAL ARCHITECTURAL PLANS Restroom reconfiguration options EXHIBIT "C.2" - B&G RESTROOM AND PUMP ROOM CONCEPTUAL ARCHITECTURAL PLANS O, I I Women's Restroom ------------ plumbing chase J -------------- Men's Restroom I I I I Do I N I N (Lill, I i I I I 00 iI Is I A I I I br 2„ I 1 T-W ---- Be,P°t''°'°''ve,s°"e` Newhall Park Upgrades B& G new r e s t r o o m Moorpark Calltorn-ia 93021 805.552.0088 Pacific Coast Land Design, Inc. 24923 Newhall Ave Santa C l a r i t a C A b/ 7/ 2 6 dicecco arc hitecture Incorporated Landscape Architecture •Urban Design• Environmental Planning rylBe,P°t,°r°,ve sorn "' Newhall Park Upgrades Moorparot 93021 B G r e s t r o o m 1 805.552.0088 Pacific Coast Land Design, Inc. 2 4 9 2 3 Newhall Ave Santa C l a r i t a C A b/ 7/ 2 6 PA dicecco arc hitecture Incorporated Landscape Architecture •Urban Design• Environmental Planning EXHIBIT "C.2" - B&G RESTROOM AND PUMP ROOM CONCEPTUAL ARCHITECTURAL PLANS I I I I I I i rn —! plumbing chase plumbing chase 711 I I I I a a 1 -- -- ------ -- - 60= I ------ --_--------_--------- I Women's Restroom Men ` 's Re . stroom I I I I I L-------------------------------------- P I 17-7j — — — — — — — — — — U — — — — — — — — — — I I i I I ai Be,P°t''°'°''ve,s°"e` Newhall Park Upgrades B & G new restroom alt Moorpark Calltorn-ia 93021 805.552.0088 wd°°°°°°° °°m Pacific Coast Land Design, Inc. 24923 Newhall Ave Santa C l a r i t a C A b/ 7/ 2 6 dicecco arc hitecture Incorporated Landscape Architecture •Urban Design• Environmental Planning V dai--[-.--1-m BOS552. 089 s Newhall Park Upgrades B G rest r o o m altP6 -p,k. Calltorn 93021805.552.0088 Pacific Coast Land Design, Inc. 2 4 9 2 3 Newhall Ave Santa C l a r i t a C A b/ 7/ 2 6 dicecco arc hit ecture Incorporated Landscape Architecture •Urban Design• Environmental Planning EXHIBIT "C.2" - B&G RESTROOM AND PUMP ROOM CONCEPTUAL ARCHITECTURAL PLANS B&G alternate footprint B&G footprint Be,P°'''°'°''ve,s°"e` Newhall Park Upgrades alternate B&GfootprinL P Moorpark. C°Iltorn-ia 93021 805.552.0088 Pacific Coast Land Design, Inc. 2 4 9 2 3 Newhall Ave Santa C l a r i t a C A b/ 7/ 2 6 dicecco arc hite cture Incorporated Landscape Architecture •Urban Design• Environmental Planning EXHIBIT "C.2" - B&G RESTROOM AND PUMP ROOM CONCEPTUAL ARCHITECTURAL PLANS 42' t dai- ee,P°t,°r°,ves Newhall Park UpgradesP u mpRoomP 8 Moorparot "' orn 93021505552.0088d°°°°°°° °°m Pacific Coast Land Design, Inc. 2 4 9 2 3 Newhall Ave Santa C I a r i t a C A b/ 7/ 2 6 dicecco arc hitec}ure Incorporated Landscape Architecture •Urban Design• Environmental Planning dak...... vesNewhall Park Upgrades spIashpump/showerP 9 ltorn 93021°° °°m Pacific Coast Land Design, Inc. 2 4 9 2 3 Newhall Ave Santa C l a r i t a C A b/ 7/ 2 6 dicecco arc hite cture Incorporated Landscape Architecture •Urban Design• Environmental Planning Newhall Park Community Pool Building EXHIBIT "D" - FIBER OPTIC PLAN Fiber Optic Connection Scope of Work CONSTRUCTION NOTES FURNISH AND INSTALL NEW CITY OF SANTA CLARITA #6 PULL BOX (PART PG1730BA24) WITH t❑ COMMUNICATIONS" LIDS (PART PG1730H562HW2) PER CITY STANDARD PLANS. GROUT PULL BOX. REPLACE CONCRETE PANELS FROM SCORELINE TO SCORELINE. ❑FURNISH AND INSTALL 3" PVC SCHEDULE 80 CONDUIT WITH 12 SMFO CABLE AND #14 TRACER WIRE. FURNISH AND INSTALL CONDUIT EXPANSION JOINT FITTING PER CALTRANS STANDARD PLAN ES-913 (DETAIL XY). ®FURNISH AND INSTALL 4" GALVANIZED RIGID STEEL CONDUIT ON BRIDGE, WITH 12 SMFO CABLE AND #14 TRACER WIRE. ❑5 TERMINATE 12 SMFO CABLE IN EXISTING SPLICE ENCLOSURE OR FIBER DISTRIBUTION UNIT (FDU). FUSION SPLICE 4-STRANDS PER FIBER OPTIC DIAGRAM. FURNISH AND INSTALL A 2-INCH TYPE LB CONDUIT FITTING. FURNISH AND INSTALL 2-INCH GALVANIZED RIGID STEEL CONDUIT BETWEEN THE PULL BOX AND THE TYPE LB CONDUIT ©FITTING. PENETRATE THE EXISTING CONCRETE WALL AND SECURELY MOUNT THE TYPE LB CONDUIT FITTING TO BOTH THE INTERIOR AND EXTERIOR SIDES OF THE WALL IN ACCORDANCE WITH APPLICABLE INDUSTRY STANDARDS AND MANUFACTURER RECOMMENDATIONS. FURNISH AND INSTALL 12 SMFO CABLE. FURNISH AND INSTALL WALL OR RACK MOUNT FIBER DISTRIBUTION UNIT (FDU) WITH 12 PORT LC PATCH PANELS. PERFORM FIBER OPTIC TESTING BETWEEN THE NEWHALL PARK BUILDING AND NEWHALL ®LIBRARY, AND PROVIDE A TEST REPORT TO THE CITY. Fc—B1 CONDUIT IN BOX. Im � Railroad Nr_ ��•• � � � Avenue 0* Ex. 3" Conduit with • Ex. #6 Pull Box 96 and 432 SMFO Cables Yf i Ex. C48 Vault with Ex. 3" Conduit with Splice Enclosure 96 and 432 SMFO Cables c 4�z GENERAL NOTES THIS PLAN DOES NOT INCLUDE INFORMATION REGARDING THE LOCATION OF EXISTING UNDERGROUND UTILITIES. IT IS THE )NTRACTOR'S RESPONSIBILITY TO VERIFY THE NUMBER OF POTHOLES REQUIRED FOR THIS PROJECT. ALL COSTS ASSOCIATED - ITH POTHOLING SHALL BE INCLUDED IN THE CONDUIT INSTALLATION BID ITEM. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 15 FEET OF SLACK CABLE IN EACH #6E PULL BOX. ALL EXPOSED CONDUIT SHALL BE GALVANIZED RIGID STELL (GRS). EXPANSION COUPLINGS SHALL BE INSTALLED FOR ALL GRS CONDUITAT BRIDGE EXPANSION JOINTS. CONTRACTOR SHALL OBTAIN ALL NECESSERY PERMITS FROM LA COUNTY FLOOD CONTROL DISTRICT IF NECESSARY. Page 1 of 2 EXHIBIT "D" - FIBER OPTIC PLAN Newhall Park Community of Building • t� 41, Page 2 of 2 EXHIBIT "E" - ASPHALT OVERLAY EXTENTS DIAGRAM r— , Overlay Limits 3 I � EXHIBIT "F" - NEWHALL AVENUE CRUB AND GUTTER EXTENTS DIAGRAM Survey Limits EXHIBIT 'IF" — NEWHALL AVENUE CRUB AND GUTTER EXTENTS DIAGRAM New Curb and Gutter Limits (ONLY IN GAPS WHERE GUTTER DOES NOT CURRENTLY EXIST) 0 --��DALBEYDRIVE LU �T L. ui -- ---------- -T- �77- 1777,777 177 NEW PARKA G LOT W/ONE-WAY DRIVE AISLE, DOUBLE DALBEY D IVE - AC OVERLAY NEW PARKING LOT WITH ONE-WAY DRIVE NEW PARK ADED P RKING 45-DEGREE ANGLE STALLS, 26 STALLS _ --HIM AISLE, 10 ANGLED STALLS AND DROPOFF MONO TSG A «.. MEN N Q °c +.. '' / • EXISTING TURF TO R�Ma— n �� U ♦ ♦ � LOD IEPOLE FENCE� - - � ♦ dFAIN _ Uf %a Lam- ^'^-may ♦ +- „ e �, BMP IVE ION E NE$ EQLIP,^n �.- - - '• ♦ _ "BnYP SFD ^�FNTATC N, IA, F<- .wv. 30 Z / w '` ♦� ♦ / ♦ _ l Y I N NG nI OCK I kF c_I a 0 Q EXISTING TUkFI REMAIN / ♦ ♦ ♦ ♦ cI DF �.IIIPl1 n� l Cto Q b 4 e 2s Q♦ m 5 ' • BALL CATCH FFN�ITI ViNF„L S "' �` / IJU,VE �i JO e o / INCU VE IIF" SIIDF Z9 - - /� IT-1 _--PLAYGROUND 0 CI • DES LSO PREVIOUS FENNG 0CLUS EPYYGR UN W CPT NEW MUSCO MP FIELD LIGHTING PROPOSED INFILTRATION _ •10 I CR THE EDS YE i i a IT-2 CL VE P Y ST CTU S z fff ♦ _ x 1♦ > SIT EST CTU Lu CO RE ER E H ,000 BMP ''° ♦ ®�� '2;.T�R �,,� f L✓s MPR O G (UstO12 x♦ �p ti. IAYGROUND '♦� W X \ ®ILII ~ CREEK THEMES) 2-5 YEAR OLD ER 8L AV IN 0 XC AFT UM INCLUSIVE E O IT INCLUSIVE PLAY STRUCTUR S HE _ \ � i I = 1 IT-3 \ 1 / OAK T N PLANT 1 / \\` / > •-� `°m o SAILSOVERE E♦ fa♦ EXISTING STONE BBQ ! L '•.��, MPR PATIO ♦ F P r - TO REMAIN (S OF 6) m r sry FLOWING PAVERS EXTEND CREEK THEME R Il.. = PREvlous k_ NATURE PLAY TO INCLUSIVE PLAYGROUND PERMEABLE PAVERS IN TPZ O r O x INFILTRATION a % MPR..,.,T I AL _ W BORING ,.. ♦� PAN ELECTRICAL NEW MUSCO MP FIELD LIGHTING /Q-y PANEL UPGRADE _ -Q i Z. EXISTING MUSCO SOFTBALL FIELD UGH NO >a - L + r I + ♦ - _.,. ♦. L .SKFTBT L SIADFSTRUCTURF _ _ ♦ �` �6j JJ 8 I/! O.,RTNITF � * ° ' .��� CKL_2n LL B,'� ---- � ]IRPIU:. --- T-L NEW AlA C OMPLIANT PLAZAI% 3 i c r91 REMOVABLE O TREND FENCE ,� s - - J n� '> ♦ w _ tea_ PROPOSED ♦ ♦ 'S FF�I a HOLLOW STEM / CREEK THEMED NATURE PLAY AREA INMDING l EX STING SOFTBALL FIELD TO REMAIN ♦'A ♦ BOULDERS, GFRC LOGS, AND ENGINE WOOD FIBER l ,. CURTBALL�., R.-C TURF - UR 3 CURT WITH\� � � � --WOODEN BRIDGE OVER DRY CREEKBED &NATURE PLAY - z .�O PICKSTII NC, L�,• _�� ® ® -NEW RESTROOM EXISTING MUSCO SOFTBALL FIELD LIGH ING ,. EXISTING HEXAGONAL SHADE PREVIOUS , ♦ ,I ♦ a® 6PDD6 BORINGS „ STRUCTURE TO REMAIN, a D.G. OAK GROVE WITH DRY CR EKBED BOULDER ♦ J -- IT-4 HOP FROM SPLASH PAD TO NATURE PLAY jI-, _ . _ EXISTING MUSCO SOFTBALL FIELD LIGHTING COURT Ly�y� EXISTING CONCRETE TO REMAIN\ - NEWLE 16PA KING STWO WAY ��y� ♦ q� �� � DRIVE AISLE. 16 PARKING STALLS AND "X WALKWAY EXPANSION HAMMERHEAD TURN AROUND ♦ f--'� NEW POOL WITH BULKHEAD AND JjT I - - NEW POOL DECK • - 1? NEW SCOREBOARD - s - j = ♦ _�'♦ \� - n �-/fEXISTING SOFTBALL CLAMSHELL F -WELLSPRING THEMED DEMO EXISTING DUMPSTER DU GO UT, AND BLEACHERS TO EMAIN F FL' ILR- - I C NEW COVERED VEREDRE D REPLACE N - -- SPLASH PAD 1 � RENOVATED CONCESSIONS STORMWATCR P PUCTU PF � J FENCING NEW LOCATIONDUB RIN AND RESTROOM BUILDING RAIN GARDEN _ FEW r ' L p"'•°" _moo ♦ ♦ �j{J/�\jam",�V ♦- _ _ J ' A B-IR Ek PLO`GER USE AREA ♦ ~'^ F j 7 i FIRE ACCESS ^� TURNAROUND -- - ` , L[ 71 I1 y STIN 'EX BUILDING GTO TENAN( E_ BUILDING TO REMAIN NK �Do oPSTER OSURE _ �'� ___ _ _ _ __ o _ _ _ >•4h- � . Fk i{ tNCLe -• �.K I— -„ .mK NEW TRANSFORMER AND DISTV"TION NEW 42' STORM DRAIN INLET ` ` < FOR EV CHARGING STATIONS TREE CALCULATIONS PARKING CALCULATIONS D eel slaps jal.51—.11 sheet stalls fl rer I+ 0 30 60 90 It �\ NEWHALLPARKCONCEPTANNOTATCBPL N aG..,� lis�ewo-ees voeelo-ea CALCULATIONS 0l lld�gy 6- ml plorema�ed-V-lsr sa Scale: l 3D d EXHIBIT "H" - GEOTECHNICAL TESTING LOCATIONS MAPS PACE Advanced Water Engineering July 29, 2026 Mr. Connor Hahm Engineer, PE, Public Works City of Santa Clarita 23920 Valencia Blvd, Suite 300 Santa Clarita, CA 91355 Phone (661) 651-1901 Re: Newhall Park BMP — City of Santa Clarita Professional Engineering Design Services Proposal Dear Mr. Hahm, # C728 PACE is pleased to provide our proposal for engineering design for the Newhall Park BMP project. Our Scope of Services, Compensation, Hourly Rates Schedule and Provisions are attached. We appreciate the opportunity to be of service to The City of Santa Clarita and look forward to the successful completion of this project. Please contact me if there are any questions or if we may provide any additional information. Sincerely, Duong Do, P.E., F.ASCE Vice President, Environmental Water Division DD/cd Enclosures: Scope of Services, Compensation, Hourly Rate Schedule and Provisions. W:IC7280-Contracts - Proposalsl1. Proposall1. CovLtr CHahm.docx PROPOSAL FOR PROFESSIONAL ENGINEERING SERVICES NEWHALL PARK BMP #C728 SECTION A - SCOPE OF SERVICES: A. Consultant agrees to perform the following services: Task 01 — Proiect Manaaement. Coordination. & Meetinas This task covers future monthly project design team (PDT) meetings and intermittent coordination / meetings with the Client and other project team members as -needed (e.g. PCLD, ECG, etc.). Coordination is anticipated to be needed for the design of onsite BMP (water quality and 25-yr flood attenuation components) and related drainage features, particularly where proposed underground BMP/storm drain features interface with the proposed above -ground park improvements. PACE shall provide coordination and design support as -needed to develop the BMP design and construction drawings, as well as provide input on the on -site storm drain inlet and grading plan to be developed by others. Coordination may be in the form of virtual or in -person meetings, phone calls, or emails. The level of effort required for this task is unknown; therefore, a budget amount has been set assuming a duration of twenty-seven (27) months, from project kickoff to issuance of final PS&Es for bidding. This task will be billed on a time and expense (T&E) basis not to exceed the amount shown. If additional budget is needed to complete this task, it will be requested through a separate contract or change order. Task 02 — Community Engagement Support (T&E) This task covers efforts by the Consultant to support the City and other project team members during the Community Engagement period. Consultant shall attend one (1) community engagement event, for an assumed duration of eight (8) hours. Consultant shall also prepare exhibits regarding the water quality BMP, detention basin, and any other stormwater or water quality project components, as needed. Exhibits shall be provided in a digital format and / or poster board print outs. This task assumes all printed materials can be produced in-house. For large format or special print needs that require coordination with an outside print shop, a separate change order will be required. Task 03 — Grant Support (T&E) Consultant shall provide support to the City, as -needed, in pursuing grant application funding for the project's design, construction, and operations & maintenance phases. This may include support for a revised application to Safe Clean Water, building off the previously submitted and approved Feasibility Study. This task also includes support services for other grant funding sources. The efforts for this task assume the City will take the lead on the grant application submittal process, with Consultant providing technical documentation support as -needed. The level of effort required for this task is unknown; therefore, a budget amount has been set, to be billed on a time and expense (T&E) basis not to exceed the amount shown. If additional budget is needed to complete this task, it will be requested through a separate contract or change order. Task 04 — Design Alternatives for Stormwater Detention Basin This task covers efforts to design the stormwater detention component of the underground BMP. The detention basin will be consistent with the water quality BMP for the 85th percentile (i.e. using modular precast concrete structures, sharing the same invert elevation, and abutting the water quality BMP). The detention basin will be hydraulically disconnected from the water quality BMP, designed only to fill during storm events greater than the 10-yr event. The design of the detention basin will rely on hydrology performed by ECG as described in the report titled Hydrology Study for the Newhall Park Infiltration Project PACE Newhall Park BMP July 29, 2026 City of Santa Clarita / Scope and Compensation for #C728 Pape 2 of 10 dated March 13, 2026. The "Q Allowable" provided by LA County Flood Control District can accommodate the 10-yr runoff peak flow rate from the "Hart High School" watershed within the Newhall main storm drain line. The 10-yr runoff will be delivered to the Newhall storm drain by upsizing the intermediary storm drains under Newhall Park and in Dalbey Drive. The City's goal is to protect the park and its proposed features up to the 25-yr flood event. The proposed detention basin will be responsible for accommodating the volume between the 10- and 25-yr storm events, as quantified in ECG's report. The detention basin will be designed to drain primarily via infiltration, but the design will include a sump so that a temporary pump may be inserted to drain down the basin within the LA County LID Manual requirement of 96 hours. This task excludes pump design. It is assumed the City will utilize their own portable pump for drawdown. The detention basin will be provided with a Certified California Trash Capture device upstream of the basin inlet to remove trash and fines 5mm in diameter and greater. No dedicated sedimentation basin is proposed for the detention basin, due to the spatial and cost constraints associated with design for 25-yr storm event peak flow rates. The design of the detention basin will include design of a high flow bypass weir in a manhole structure leading from the park storm drain system to the basin. This task includes efforts by the Consultant to confirm the methods and results in ECG's hydrology report, with modifications to the analysis as -needed. If modifications are needed, they will be discussed with the City and project team first. The efforts for this task are assumed to be consistent with the general methodology used by ECG; no major overhaul or repeat of ECG's efforts are included in this task. Several (up to 3) alternative layouts will be provided for the detention basin, which will be shaped by the following constraints: • Economic suitability • Constructability • Flood risk management for park users and nearby residents • Integration with the water quality BMP in footprint, function, and construction processes • Minimize impacts to trees • Minimize impacts to existing utilities • Integration with the above -ground park improvements and anticipated programming needs • Ease of access for O&M personnel The alternative layouts will be provided to the City for input, including a plan exhibit, profiles (where needed), estimated quantities and construction costs, and comparative benefits and drawbacks. Only the City's selected alternative will be carried forward into the following design phases. Task 05 — Hydraulic Modeling of BMP, Detention Basin, & Storm Drains Due to the complex nature of the interconnected drainage systems at the Park, it will be necessary to create a hydraulic model to confirm adequate pipe sizing / configuration, as well as adequate freeboard between the hydraulic grade line (HGL) and finished surface. Hydraulic modeling shall be performed with Water Surface Pressure Gradient (WSPG) software (or equivalent), developed by the Los Angeles County Flood Control District (LACFCD). WSPG allows storm drains and prismatic channels to be analyzed in either open channel or pressure flow conditions, producing results for water surface elevation, HGL, velocity, and many other parameters. The model results will be used to design: • Hart High School inlet (including upsized culvert pipe and headwall) • Upsized / realigned Newhall Park storm drain system leading to Dalbey Drive • Upsized catch basin connector pipe in Dalbey Drive • Connection to Newhall Ave. storm drain at Dalbey Drive PACE Newhall Park BMP July 29, 2026 City of Santa Clarita / Scope and Compensation for #C728 Pape 3 of 10 • Routing of park runoff to water quality BMP • High flow bypass Manhole leading to detention basin The results may also be used to refine the design of the water quality BMP and detention basin. This work excludes design of the park storm drain inlets and connecting laterals, although coordination will take place with the consultant performing that design work, where needed. The starting configuration of the park storm drain system is assumed to substantially conform with the City - approved concept as depicted in the PDT meeting February 26, 2026. Design of the storm drain and water quality system will meet relevant City of Santa Clarita and LA County standards. Task 06 — Construction Drawings The City -approved layouts for the water quality BMP, detention basin, and park site storm drains (excluding inlets and laterals) shall be developed into a construction drawing set. The previously submitted plan set will be revised to reflect the updated plan elements. Primarily, any references to the Avenida Ignacio BMP system will be removed from the plan set, which will result in deletion and modifying / rearranging the layout of other sheets. In addition, the plan set will include added sheets, details, and notes for the detention basin, designed to accommodate runoff from Hart HS, protecting the park from flooding up to the 25-yr event. The plan set will be updated and submitted for each of the major project design milestones: • 30% • 60% • 90% • 100% • Final The construction drawings are anticipated to include 19 sheets: • Title Sheet (1) • Notes Sheet (2) • Plan/Profile Sheets at 1" = 20' scale (3) o Water Quality BMP and diversion line from Newhall Ave. o Detention Basin and storm drain line from Hart High School inlet (-750 LF) o Park storm drain line connecting to Newhall Ave. SD at intersection of Newhall Ave. and Dalbey Dr. (-500 LF) • Details — Water Quality BMP (2) • Details — Detention Basin (2) • Details — Pre -Treatment Devices (2) o Water Quality BMP Device o Detention Basin Device • Details — Sedimentation Basin (WQ BMP) (1) • Details — High Flow Bypass Manhole for Detention Basin (1) • Details — Newhall Ave. Storm Drain Diversion Structure (1) • Details — Newhall Ave. Storm Drain Connection at Dalbey Dr. (1) • Details — Misc. (3) o Storm Drain Pipe / Fittings o Manholes (Risers, Lids, Collars) o Trenching / Backfill o Slide Gate o Instrumentation (e.g. flow meter, level sensor, etc.) PACE Newhall Park BMP July 29, 2026 City of Santa Clarita / Scope and Compensation for #C728 Pape 4 of 10 Structural design details shall be provided by precast vendors after bid award during a deferred submittal phase. The Consultant's construction drawings will be part of a cohesive bid package with drawings from other project team consultants, anticipated to be submitted for City review at each of the major milestones listed above. Responses / revisions based on City comments will be incorporated into each subsequent submittal. A total of five (5) submittals are included in the efforts for this task. If additional submittals are required, or additional sheets are required outside of the stated assumptions, the work will be requested through a separate contract or change order. The budget amount required for this task has been set assuming approximately $6,000 per sheet. Task 07 — Engineer's Quantity & Cost Estimates Consultant shall develop engineer's quantity and cost estimates, updated at each of the major design milestones: • 30% • 60% • 90% • 100% • Final The backup calculations will be provided in a quantity take -off "report" to document the 100% level estimate. The cost estimate will include additional items normally included for construction, including contingency reflecting the level of design accuracy and typically utilized at the different estimate levels. The estimates will be updated and submitted along with each major submittal of the construction drawings, reflecting the changes in estimated construction quantities and costs. Responses / revisions based on City comments will be incorporated into each subsequent submittal. A total of five (5) submittals are included in the efforts for this task. If additional submittals are required, the work will be requested through a separate contract or change order. Task 08 — Specifications Consultant shall prepare Specifications for the design components in PACE's scope in a format consistent with the latest edition of the Standard Specifications for Public Works Construction (SSPWC). For work items not adequately covered in the SSPWC, project -specific specifications shall be developed, in line with CSI standards. The specifications will be updated and submitted along with the 90% and 100% submittals of the construction drawings, reflecting the changes in estimated construction quantities and costs. Responses / revisions based on City comments will be incorporated into each subsequent submittal. A total of two (2) submittals are included in the efforts for this task. If additional submittals are required, the work will be requested through a separate contract or change order. Task 09 — Engineering Basis of Design Report A Technical Engineering Basis of Design Report will be prepared for the water quality BMP, detention basin, park storm drain, and associated facility components, which will document the engineering analyses, technical results, and design selections. The report will include a detailed narrative that summarizes the assumptions associated with the analyses and the background for the technical work program. The report will provide detailed background regarding the anticipated operation of the facility and design objectives. The written report will serve as the technical documentation for the facility design. This document will serve to reference the analysis assumptions, guidelines, and criteria developed. PACE Newhall Park BMP July 29, 2026 City of Santa Clarita / Scope and Compensation for #C728 Pape 5 of 10 The Report will be submitted to the City at each of the major milestones specified: • 90% • 100% • Final Each submittal shall include responses / revisions based on City comments provided form the prior submittal. A total of three (3) submittals are included in the efforts for this Task. If additional submittals are required, or additional analyses are required outside of the stated assumptions, the work will be billed on a time and expense basis or requested through a separate contract or change order. Task 10 — O&M Manual The original fee created for this task was not billed. Due to the change in project scope and the time passed since the original task was created, this new task represents the increased budget required to create the O&M Manual. The original contract fee was for $10,820. The revised estimate of efforts for this task is a total of $17,700; therefore, this fee is the difference between the two ($17,700 - $10,820 = $6,8801. An Operations and Maintenance Manual will be provided for: • Water Quality BMP • Detention Basin • Park storm drains • High Flow Bypass Manhole • Pre -Treatment Units • Newhall Ave. SD Diversion Structure • Slide Gate • Instrumentation The operational manual shall discuss the final operation of each of these facilities including the equipment and routine requirements. The manual will consist of a sequence of operation, equipment contacts, equipment cut -sheets and vendor information for properly maintaining equipment and in case of repair or replacement. This will provide the operational and maintenance requirements for the long-term management of the facility. The elements of the management plan will focus on the long-term sustainability of the facility, including appropriate monitoring requirements and reporting. The plan will identify potential issues and the corrective measures that should be employed. The plan is intended to be an adaptive plan that will be modified and adjusted to conform to the actual operation of the system. The O&M Manual shall be submitted to the City at the final submittal of the construction documents. If additional submittals are required, or additional analyses are required outside of the stated assumptions, the work will be billed on a time and expense basis or requested through a separate contract or change order. Task 11 — LACFCD Permitting The Consultant shall assist the City with obtaining a permit from LA County Flood Control District (LACFCD) for construction of the diversion structure where it impacts the existing storm drain infrastructure, facilities, and/or right-of-way, as well as developing a temporary by-pass plan. The Consultant shall also assist the City with obtaining an LACFCD permit for alteration of the existing lateral storm drain connection to the Newhall Avenue storm drain at Dalbey Drive. This existing connection will be upsized to accommodate the 10-yr runoff peak flow rate from Hart High School, as documented in ECG's hydrology report. The 10-yr flow rate was found to be equivalent to the "Q Allowable" for the Newhall Avenue storm drain, as provided by LACFCD to the City. This will include providing the technical information required for County review, such as plans and specifications, design flow and WSPG Analysis, and maps, etc. for submittal by the City through the Epic - PACE Newhall Park BMP July 29, 2026 City of Santa Clarita / Scope and Compensation for #C728 Pape 6 of 10 LA portal. This will also include assisting the City with responses to comments. The efforts for this task assume three submittals (for each connection point) total. Each subsequent submittal will include responses / revisions based on County comments from the prior submittal. If additional submittals are required, or additional analyses are required outside of the stated assumptions, the work will be billed on a time and expense basis or requested through a separate contract or change order. Task 12 — CEQA Support The Project is expected to satisfy the requirements for a California Environmental Quality Act (CEQA) Class 32 Categorical Exemption. PACE's subconsultant, Michael Baker, shall prepare a Notice of Exemption (NOE) with a memorandum substantiating the appropriateness of the Class 32 Categorical Exemption, supported by technical studies to address CEQA Guidelines Sections 15300.2 (Exceptions) and 15332 (In - Fill Development Projects). Michael Baker shall prepare a cultural resources evaluation, air quality analysis, and noise assessment to support the NOE, predicated upon the results of the analyses demonstrating that the Project would not result in any significant environmental impacts. Cultural and Historic Resources Evaluation: • Conducting a records search with the South Central Coastal Information Center with a 1/4-mile search radius of the Project site to identify previous cultural resources reports and records of the Project area and surrounding vicinity; • Performing a literature and historic map review to identify cultural resources within the project vicinity; and, • Requesting a search of the Sacred Lands File (SLF) from the Native American Heritage Commission (NAHC). Additionally, this effort would include conducting a built environment and archaeological survey of the Project site. Based on preliminary review of historic aerial imagery, Newhall Park is shown to have been construction sometime prior to 1953. Therefore, the park would be evaluated for eligibility as a historic resource, which would be documented on one set of Department of Parks and Recreation (DPR) 523-series forms. The archaeological sensitivity assessment and effects analysis to determine if the project may adversely affect historical resources as defined by CEQA. Air Qualitv and Noise Assessment The Project is located within the South Coast Air Basin (SCAB), which is under the jurisdiction of the South Coast Air Quality Management District (SCAQMD). Federal, State, Regional, and Local air quality regulations will be discussed. The analysis will describe and address the requirements set forth by the SCAQMD CEQA Air Quality Handbook. Construction -Related Emissions. Based on data provided by the Project Applicant, emissions generated during construction activities will be quantified using the California Emissions Estimator Model version 2022.1 (CalEEMod). A general description of the major phases of construction and their timing will be required. The air pollutant emissions during construction will be compared to SCAQMD's Regional Thresholds of Significance. Naturally occurring asbestos impacts will also be qualitatively discussed. Long -Term Emissions. Operational (i.e., area, mobile, and energy source) emissions will be quantified with CaIEEMod and compared to the SCAQMD regional thresholds of significance. Emission reductions due to project design features will be incorporated into the operational emissions inventory. Primary sources of emissions will be related to area sources and local/regional vehicle miles traveled. Project consistency with the 2022 Air Quality Management Plan (AQMP) will be addressed. Localized Emissions. The project is located within the SCAQMD's Source Receptor Area (SRA) 13, Santa Clarita Valley. Based on localized meteorological data for SRA 8, Localized impacts will be analyzed based upon the SCAQMD's Localized Significance Thresholds (LST) methodology. PACE Newhall Park BMP July 29, 2026 City of Santa Clarita / Scope and Compensation for #C728 Pape 7 of 10 Air Emissions Health Impacts. As a result of the California Supreme Court decision for Sierra Club vs. County of Fresno (Friant Ranch L.P.), the resultant human health impacts from the project's short-term construction and long-term operational air emissions will be qualitatively analyzed. Noise Assessment. The noise assessment applies, and models applicable noise and land use compatibility criteria for the Project construction and operational activities. This task includes conducting a site visit to measure short-term noise level measurements along the Project area. The noise monitoring survey will be conducted at up to four separate locations to establish baseline noise levels in the Project area. Noise recording lengths are anticipated to require approximately 10 minutes at each location. This scope excludes long-term (24-hour) noise measurements. Construction -Related Noise and Vibration. Noise impacts from construction sources will be analyzed based on the anticipated equipment to be used, length of a specific construction task, equipment power type (gasoline or diesel engine), horsepower, load factor, and percentage of time in use. The construction noise impacts will be evaluated in terms of maximum levels (Lmax) and hourly equivalent continuous noise levels (Leq) and the frequency of occurrence at adjacent sensitive locations. An analysis of vibration impacts will be based on the Federal Transit Administration's vibration analysis guidance. Analysis requirements will be based on the sensitivity of the area, anticipated construction activities, and Noise Ordinance specifications. Operational Noise and Vibration. The project -generated off -site traffic noise levels will be compared to the applicable Noise Ordinance specifications and/or land use compatibility criteria for off -site uses. On -site noise generating activities will also be addressed and analyzed for potential impacts to the adjacent uses and will be assessed against the Noise Ordinance specifications. Compliance with applicable noise standards will be evaluated. CEQA Notice of Exemption and Technical Memorandum: The CEQA NOE documentation will be prepared in accordance with Article 19, Categorical Exemptions, of the CEQA Guidelines. It is anticipated the analysis will find the Project is in conformance with the Class 32 Exemption criteria, and that no exceptions per CEQA Section 15300.2 apply to the Project. The supporting technical memorandum will address how the Project meets the criteria for the Categorical Exemption class type. An administrative Draft and Final NOE and supporting memorandum will be provided to the City for review, to comment, and for approval. Task 13 — Vector Minimization Plan The Consultant shall prepare a Vector Minimization Plan (VMP) for the BMP and storm drain components of the project in conformance with the guidelines created by the State of California Health and Human Services Agency and California Department of Public Health, Division of Communicable Diseases Control. PACE Newhall Park BMP July 29, 2026 City of Santa Clarita / Scope and Compensation for #C728 Pape 8 of 10 Optional Tasks Task 14 — Construction Support (Optional) Task 14.1- Bid Services PACE shall participate in Bid Period Services by providing the City with engineering consulting efforts necessary for the City to prepare, submit, and obtain a competitive bid on the design. This shall include: • Reviewing Bid Forms and Documents prepared by the City. • Assist the City with providing Plans and Technical Specifications package. • Assists with Bid Responses and Design Clarifications. • Prepare written responses to contractor's questions and prepare bid addendum(s) as required to clarify bid requirements. • Assists the City in evaluating construction bids received and provide a recommendation on contractor selection. Task 14.2 - Services During Construction A. Construction Progress Meetings and Coordination This tasks covers project management, coordination, and progress meetings for the construction phase of the project. The efforts for this task are based on the assumption of construction duration of 19 months. This includes monthly progress and coordination meetings, as well as construction administration / project management tasks. B. Construction Support PACE will review all project submittals as defined in the plans & specifications for intent and compliance with the project plans & specifications. In addition, PACE will respond to contractor requested "Request for Information" or Design Clarifications obtained in writing from the CONTRACTOR. This task involves the following: • RFI, ESI & Project Inquiries/Coordination • Structural Submittals • Electrical Submittals C. Final inspections Prior to Substantial Completion, PACE shall perform a final inspection of the construction of the project. D. Substantial Completion After final inspection, PACE shall review testing, inspection, and startup documentation from the CONTRACTOR and shall prepare a substantial completion binder and letter to the City establishing that the project is at substantial completion. Consultant shall also complete the Engineer of Record's Certification of Completion, if applicable. PACE Newhall Park BMP July 29, 2026 City of Santa Clarita / Scope and Compensation for #C728 Pape 9 of 10 SECTION B -COMPENSATION: PACE will complete the work outlined herein and invoice Client monthly on a percentage of completion basis, a fixed fee of $428,780 in accordance with the attached "Hourly Labor and Expenses Rates Schedule". Task Description 1 Project Management, Coordination, & Meetings 2 Community Engagement Support (T&E) 3 Grant Support (T&E) 4 Design Alternatives for Stormwater Detention Basin 5 Hydraulic Modeling of BMP, Detention Basin, & Storm Drains 6 Construction Drawings 7 Engineer's Quantity & Cost Estimates 8 Specifications 9 Engineering Basis of Design Report 10 O&M Manual Professional Fee $44,400 $10,600 $24,400 $15,800 $19,000 $127,800 $26,100 $20,500 $30,000 $6,880 11 LACFCD Permitting $35,500 12 CEQA Support $57,800 13 Vector Minimization Plan $10,000 Optional Tasks 14 Construction Support (Optional) ASSUMPTIONS AND EXCLUSIONS: TOTAL FIXED FEE: $428,780 $103,600 1. The Client's responsibilities shall include providing PACE with the base data and project information in a timely manner, coordination and management of other team consultants to assure that the project schedule can be met, and prompt payment of invoices in accordance with the terms and conditions included herein. The specific items that are to be provided by the Client or other consultants include the following: a. Client input pertaining to project design issues and requirements including scheduling. b. Site land -use base plans with existing and proposed elevation contours in transferable computer format. c. Geologic and soils investigation reports. d. Existing and proposed hydrologic and drainage data, maps, and reports. e. Any other data that directly impacts PACE ability to perform the design in an efficient and economic manner. 2. Any proposed project changes which affect work in progress or previously completed will be justification for additional compensation. 3. All required aerial topography and base mapping will be paid for and supplied by Client, or others. Base topo and site information will be provided in digital (electronic) format compatible with AUTOCAD or C3D version 2023 or earlier. PACE Newhall Park BMP July 29, 2026 City of Santa Clarita / Scope and Compensation for #C728 Pape 10 of 10 4. No environmental documentation or support, including no environmental permitting 5. No surveying or construction staking is included. 6. Local government approval meetings, hearings, etc., and preparation of presentation graphics will be under separate work authorization, if required. 7. Existing utility information research and mapping is not included and will be provided by Client. 8. For all the data delivered to PACE for the purpose of digital mapping, including but not limited to GIS and AutoCAD, PACE requires said data be delivered in one of the recognized standard coordinate systems such as the Stateplane Coordinate System or the Universe Transverse Mercator (UTM). In addition, PACE requires all datums, vertical and horizontal, be documented in a metadata sheet and be included along with the delivered data. If the coordinate system is in what is often referred to as a "Local Coordinate System," and the deliverer does not have the capability to convert data into one of the recognized standard coordinate systems, PACE requires a Control Conversion document (CCD) be included in the deliverable. The CCD will include all the necessary coordinate transformation information and scale factors needed to make an accurate translation of the data to PACE's acceptable coordinate systems. If this information is not available, PACE will require an addendum to this proposal to include Time and Materials used to translate the delivered data into the appropriate standard coordinate system. 9. The fees proposed herein shall apply until one year from date of proposal. Due to ever -changing costs, Consultant will increase those portions of the contract fee for which work must still be completed after one year from date of proposal, as negotiated with the Client up to a maximum of ten -percent (10%). PACE PACE Advanced Water Engineering 2026 HOURLY LABOR RATES Principal $324 Sr. Project Manager / Sr. Consulting Engineer $281 Project Manager / Consulting Engineer / Sr. I&C Specialist $270 Sr. GIS Analyst/Manager $276 Sr. Electrical Engineer $265 Sr. Project Engineer / Sr. Design Engineer $229 Project Engineer / Design Engineer II / Electrical Engineer $206 Instrumentation & Controls Specialist $200 Sr. CAD Designer $189 Design Engineer $162 CAD Designer / GIS Analyst $157 Technical Editor $135 Graphic Designer $135 Project Coordinator $113 Administrative Support $108 Assistant Designer $92 G.P.S. Survey Unit w/ Operator) $314 Expert Witness / Legal Consultation $400 + Exp. REIMBURSABLE EXPENSE RATES* Units Cost Travel Mileage (Per Mile) Mile $0.725 Airfare, Auto Rental, Hotel At Cost Misc. Travel (Parking, tax, tolls, meals, etc. At Cost Per Diem Contract Rate DAY Contract Rate Outside Reproduction At Cost Shipping FedEx UPS Courier, etc. At Cost Misc. Review Fees Specific Charges) At Cost Reproduction In -House Sheet Bond - B/W Prints and Copies — All sizes SF $0.16 (8'/2 x 11 to 12 x18) Sheet - Color Prints and Copies — All sizes SF $1.20 Sheet - Glossy Color Print/Photo — All sizes SF $2.60 Roll - Plots and Copies Roll Paper) - Bond B SF $0.88 - Bond (Color) SF $1.56 Roll - Vellum or Mylar Plots SF $2.60 Roll - Glossy Color Plot Exhibits (Roll Paper) SF $3.12 Report 3-Ring Binders < 1.5" EA $10.40 1.5" to 3" EA $15.60 > 3" EA $26.00 Coil or GBC Punch Binding EA $1.04 *Note: All reimbursable expenses will be invoiced at the above rates + 10% PACE Advanced Water Engineering AGREEMENT BETWEEN CLIENT AND CONSULTANT AGREEMENT ENTERED INTO AT Fountain Valley, CA made this 29th day of July 2026, by and between the City of Santa Clarita hereinafter called "Client," and Pacific Advanced Civil Engineering, Inc. (PACE), a California corporation, herein called "Consultant." Client and Consultant agree as follows: A. Client retains Consultant to perform services for: Newhall Park BMP hereinafter called "Project." B. Consultant agrees to perform the following scope of services: (See attached Scope of Services — Section "A" for a detailed description) C. Client agrees to compensate Consultant for such services as follows: Fee (See attached Compensation Page — Section "B" for a detailed description) D. This Agreement is subject to Provisions of Agreement 1 through 28 attached herewith, and the terms and conditions attached and made a part hereof. IN WITNESS WHEREOF, the parties hereby execute this agreement upon the terms and conditions stated above and on the day and year indicated above. Pacific Advanced Civil ngineering, Inc. (PACE) B Name: Duong Do, PE CLIENT: The City of Santa Clarita Name: Title: Vice President, Environmental Water Div. Title: Job #: C728 Date: WIC7280-Contracts - ProposalsO. Proposall4. Agreement C728.docx GENERAL PROVISIONS ATTACHED TO THAT CERTAIN AGREEMENT BETWEEN CLIENT AND CONSULTANT DATED July 29, 2026 (collectively, the "Agreement") Pacific Advanced Civil Engineering, Inc. (PACE) shall be hereinafter referred to as "CONSULTANT" and the City of Santa Clarita will be hereinafter referred to as "CLIENT" with respect to the "PROJECT" known as Newhall Park BMP. GENERAL 1. In the performance of the services under the Agreement, CONSULTANT shall at all times be an independent contractor, contracting services to CLIENT solely pursuant to the Agreement, and CONSULTANT is not, nor shall CONSULTANT represent CONSULTANT to be at any time, an agent or employee of CLIENT except as expressly set forth in the Agreement. 2. CLIENT agrees to cooperate in any and every way or manner with CONSULTANT on the PROJECT. 3. In addition to the printed provisions, the drawings and specifications shall become the property of CLIENT at completion of construction of the PROJECT. The CLIENT shall not reuse project design, drawings, and specifications without written consent of CONSULTANT. CONSULTANT will provide reproducible transparencies of the final PROJECT plans to CLIENT at completion of construction of the PROJECT. CONSULTANT, however, does not assume any professional responsibility or liability for use of the final plans and/or the drawings or specifications at any location other than this particular PROJECT site. CLIENT will defend, indemnify and hold CONSULTANT harmless from any errors and/or omissions arising out of the use of the final plans and/or the drawings and specifications at any other location. 4. All agreements on CONSULTANT'S part are contingent upon and subject to, the fact that CONSULTANT shall not be responsible for damages, or be in default or be deemed to be in default, by reason of delays in performance by reason of strike, lockouts, accidents, acts of God and other delays unavoidable or beyond CONSULTANT'S reasonable control or due to shortages or unavailability of labor at established area wage rates or delays caused by failure of CLIENT or CLIENT'S agents to furnish information or to approve or disapprove CONSULTANT'S work promptly, or due to late or slow, or faulty performance by CLIENT or Client's consultants or contractors, or by governmental agencies. In the case of the happening of any such cause of delay, the time of completion of CLIENT'S work under the Agreement shall be extended accordingly. 5. In the event that all of the obligations of CONSULTANT or CLIENT, respectively, required to be performed under the Agreement have not been performed as agreed for any reason other than a default by other party hereto, the non -defaulting party shall have the right, upon giving 30 calendar days prior written notice to the other party hereto, to terminate the Agreement and CONSULTANT shall be paid to the date of termination for all services rendered and cost incurred hereunder. 6. CONSULTANT makes no warranty, either expressed or implied, as to CONSULTANT'S findings, recommendations, specifications or professional advice except that these were promulgated after being prepared in accordance with generally accepted Civil Engineer practices and under the direction of a Civil Engineer and/or a professional staff. 7. CONSULTANT makes no representations concerning soil conditions unless specifically included in writing in the Agreement and CLIENT is not responsible for any liability that may arise out of the making, or any failure to make, soil surveys or subsurface soil tests or general soil testing. 8. CONSULTANT makes no representation concerning construction cost figures estimated in connection with maps, plans, specifications or drawings other than that all cost figures are estimates only. 9. In consideration of CONSULTANTS fee for services, CLIENT agrees that, unless otherwise specified, CONSULTANT will perform no on site construction review for this PROJECT, unless specifically included in writing in this Agreement, that such services will be provided by others and that CLIENT shall defend, indemnify and hold CONSULTANT harmless from any and all liability, real or alleged, that might be occasioned by others performing construction review for this PROJECT. 10. CLIENT agrees that in accordance with generally accepted construction practices, the construction contractor will be required to assume sole and complete responsibility for the PROJECT site, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours and CLIENT further agrees to defend, indemnify and hold CONSULTANT harmless from any and all liability, real or alleged, in connection with the performance of work of this PROJECT, except liability arising from the sole negligence of CONSULTANT. 11. Notwithstanding anything else to the contrary contained herein or in the Agreement, CLIENT agrees to limit CONSULTANT'S exposure to liability and damages to CLIENT and to all contractors and subcontractors on the PROJECT, due to professional negligent acts, errors or omissions of CONSULTANT, to the lesser of the limits of CONSULTANT'S errors and omissions and general liability insurance policies, or the fee paid to CONSULTANT for the performance of the services under the Agreement. IN NO EVENT WILL CONSULTANT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES, EXPENSES, LOST PROFITS, OR OTHER DAMAGES ARISING OUT OF THE PERFORMANCE OR NON-PERFORMANCE OF THE SERVICES UNDER THE AGREEMENT, EVEN IF CONSULTANT HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. THIS SECTION WILL SURVIVE THE TERMINATION OF THE AGREEMENT. 12. Upon written request, each of the parties hereto shall execute and deliver, or cause to be executed and delivered, such additional instruments and documents which may be necessary and proper to carry out the terms of the Agreement. 13. The terms and provisions of the Agreement shall not be construed to alter, waive or affect any lien or stop notice rights, which CONSULTANT may have for the performance of services under the Agreement. 14. No conditions or representations, altering, detracting from or adding to the terms of the Agreement or hereof shall be valid unless printed or written hereon or evidenced in writing by either party to the Agreement and accepted in writing by the other party hereto. 15. One or more waivers of any term, condition or covenant by CONSULTANT shall only be effective if in writing and shall not be construed as a waiver of any subsequent breach of the same or any other term, condition or covenant. 16. In the event any provision of the Agreement shall be held to be invalid and unenforceable, the other provisions of the Agreement shall be valid and binding on the parties hereto. oowftft_� PACE 17. Should litigation be necessary to enforce any term or provision of the Agreement, or to collect any portion of the amount payable under the Agreement, then all litigation and collection expenses, witness fees and court costs and attorneys' fees shall be paid to the prevailing party. 18. The Agreement binds CONSULTANT and CLIENT and their successors and permitted assigns. Neither party hereto shall assignor transfer, whether by operation of law or otherwise, all or any portion of such party's interest, rights or obligations in the Agreement without the prior written consent of the other party hereto. 19. The Agreement and the documents, drawings, plans and specifications referred to therein, and these General Provisions, constitute the entire agreement of the parties hereto with respect to the matters set forth therein and herein and are the final, complete and exclusive expression of the terms and conditions thereof. All prior or contemporaneous agreements, representations, negotiations and understandings of the parties hereto, oral or written, express or implied, are hereby superseded and merged herein. 20. The Agreement shall be construed and enforced in accordance with the laws of the State of California. Each Party hereby irrevocably consents that all proceedings arising in connection with the Agreement shall be tried and litigated exclusively in the State and Federal courts located in the County of Orange, State of California. The aforementioned choice of venue is intended by the parties to be mandatory and not permissive in nature, thereby precluding the possibility of litigation between the parties with respect to, or arising out of, the Agreement in any jurisdiction other than that specified in this Section. 21. All notices, demands or other communications given hereunder shall be in writing and shall be delivered personally, by facsimile or electronic mail transmission, or by United States certified or registered mail, return receipt requested, postage prepaid, addressed to the address for such party set forth in the Agreement. All notices shall be deemed given upon the earliest of receipt, confirmed facsimile or electronic mail transmission, or three 3 calendar days after deposit in the United States mail. 22. In the event of any conflict or inconsistency between the provisions of these General Provisions and the provisions of the Agreement, the provisions of these General Provisions shall control. PAYMENT 23. CONSULTANT shall present all invoices to CLIENT prior to the last day of each calendar month based upon percentage of completion, per the fee set forth in the Agreement. Invoices shall be due and payable when delivered. Payment is to be made at 17520 Newhope Street, Suite 200, Fountain Valley, CA 92708. 24. CLIENT shall promptly review invoices and notify CONSULTANT of any objection thereto; absent such objection in writing within 10 calendar days of the date of the invoice, the invoice shall be deemed proper and acceptable and immediately payable in full. 25. If the undisputed amount of any invoice is not paid within 30 calendar days of the date of the invoice, such undisputed amount shall commence bearing interest from the date of the invoice at the rate of 1.5% per month or the maximum rate allowed by law, whichever is greater, and CLIENT agrees to pay all accrued interest thereon, together with the undisputed amounts set forth in such invoice. 26. In the event that any undisputed amount of any invoice is not paid in full within 60 calendar days following the date of the invoice, such failure shall constitute a material breach of the Agreement and CONSULTANT may exercise all rights and remedies CONSULTANT may have at law, in equity or under the Agreement with respect to such material breach including, without limitation, termination of the Agreement following 10 calendar days' written notice of such material breach to CLIENT and CLIENT'S failure to cure such breach within such 10-day period. 27. CLIENT shall pay, in addition to the stated fee, the cost of all reimbursable items such as fees, permits, bond premiums, title company charges, delivery charges, blueprints, and reproductions and all other charges and expenses not specifically covered by the terms of the Agreement. In the event such reimbursable items are paid directly by CONSULTANT, then such charges and expenses shall be invoiced at CONSULTANT'S direct cost plus 10% for handling. 28. Any additional services not covered in the Scope of Work of the Agreement, which CLIENT requests CONSULTANT to perform, such as site reconnaissance and inspections during construction, additional visits out of town or to other places of business, will be requested in writing and will be invoiced on a time and material basis based on CONSULTANT'S then current schedule of fees and costs. PACE