B. Approach O■ 3
C: Firm Profile
PlaceWorks has assembled a highly qualified team to complete the Stewart Park Improvement Project. This chapter describes the firms on our team and areas of expertise.
PlaceWorks
PlaceWorks is one of the west's preeminent planning and design firms, with approximately 120 employees in six offices. Formerly known as The Planning CenterIDC&E, PlaceWorks' history dates back over 45 years. The Planning Center, established in 1975, was created with the intent to integrate individual design disciplines and work efforts into a greater whole. Similarly, Design, Community & Environment (DC&E) was founded over 20 years ago to offer high -quality, personalized, and comprehensive planning, design, and environmental review services. In 2011, these two highly respected planning and design firms merged, forming a company with an expanded set of disciplines and strengths.
PlaceWorks serves both public- and private -sector clients throughout the state in the fields of landscape architecture, urban design, comprehensive planning, environmental review, and community outreach. Our landscape architecture team brings diverse experience in planning and development of parks, playground and field renovations, design guidelines and streetscapes, and trails and open space facilities, as well as graphic design and interpretive signage.
PlaceWorks Strengths
The PlaceWorks team brings this specific expertise relevant to the Stewart Park Improvement Project.
Experience with Park Renovations. PlaceWorks has substantial experience with the evaluation, redesign, construction documentation, and construction administration of public parks in challenging urban environments. As much of our public sector work is retrofitting existing facilities, PlaceWorks is well -prepared to carefully analyze the existing site conditions and infrastructure and anticipate potential conflicts while also improving ADA access and universal design. A key element is a thorough site survey, verified with utility information and on -site analysis, which will ultimately save time and money throughout the life of the project.
From Vision to Reality. PlaceWorks has extensive experience transforming conceptual plans into working drawings for both projects where we lead the master plan process and for clients that bring their own vision. Our creative landscape architects work at all stages of the design process and move seamlessly between phases by understanding a project from initial concept to opening day.
Innovative Outdoor Environments. PlaceWorks works closely with staff, stakeholders, and the surrounding communities when developing park designs to envision and create outdoor environments that are flexible, engaging, unique, and inspiring. We seek opportunities to include interpretive and educational themes and components in our park designs.
4 ■■ C. Firm Profile
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Realistic Phasing, Prioritization, and Cost Estimation. The design must be buildable, affordable, and maintainable within the City's established budgets and thresholds. PlaceWorks also has a solid track -record estimating project costs and navigating changes in the volatile bidding climate, particularly during the COVID pandemic. We work with our engineers and industry experts to follow trends in material costs to avoid project delays and necessary redesign to address bids above the project budget.
Sustainability and Water Conservation. PlaceWorks is a leader in the field of sustainable planning and design and has worked closely with many agencies and organizations, including Build it Green, and the California Urban Water Conservation Council to develop guidelines, design templates, and maintenance manuals that address water conservation, stormwater management, and high -efficiency irrigation.
Award -winning Community Engagement. PlaceWorks embraces community -based design and is a leader in public engagement. PlaceWorks has won numerous awards for our outreach practice. We create and carry out a broad range of public engagement strategies that are customized to meet the needs of the client, the budget, and the project, including customized online outreach. Our online surveys are easy to implement and easy to use and can be readily developed for the Stewart Park Improvement Project.
In -House Environmental Review. PlaceWorks is one of the few Califomia firms that completes award -winning designs and plans, as well as comprehensive California Environmental Quality Act (CEQA) documents, in-house.
Our planners and designers are highly familiar with CEQA, permitting, and regulatory processes, which allows us to develop designs that minimize impacts and reduce costs for our clients.
BKF
Since 1915, BKF Engineers earned a reputation for its ability to successfully plan, design, survey, and implement complex projects. BKF's decades of engineering, surveying, and planning experience is evident in our legacy projects throughout the west coast. By leveraging our diverse project portfolio in combination with innovative design solutions, BKF's team of more than 450 experienced staff is dedicated to successfully delivering sustainable and dynamic projects for our communities and partners. BKF Engineers will assist PlaceWorks in providing Civil Engineering & Surveying services. We will conduct a site survey, assist with construction drawings (erosion control, demolition, grading and drainage, and utility plans and details), and do construction administration on civil items.
Ninyo & Moore
Ninyo & Moore, a California Corporation, is a minority -owned, multidisciplinary consulting firm that provides high - quality geotechnical and environmental consulting services. The firm was incorporated in 1986 to provide consulting services in geotechnical engineering, construction inspection and testing, engineering geology, hydrogeology, hazardous waste remediation and environmental assessment. Ninyo & Moore will support the PlaceWorks team in determining the locations of our exploratory borings and infiltration tests based on, the preferred park improvement concept plan, and will provide project oversight during the field work, laboratory testing, geotechnical engineering analysis, and preparation of our geotechnical evaluation report.
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C. Firm Profile ow . 5
PBS Engineers
PBS was established in 1982 as a Portland -based professional services firm dedicated to assisting the public and private sectors with health and safety and environmental issues. Since that time, our firm has expanded through multiple offices across the Pacific Northwest offering a wide range of engineering, environmental, health and safety, and surveying services.
PACE
Pacific Advanced Civil Engineering, Inc. (PACE) is a specialized civil engineering firm formed in 1987 offering advanced water resource services. PACE offers a wide range of engineering services related to water, wastewater, stormwater management, and water resource permitting and regulatory compliance to ensure projects are both economically viable and environmentally sustainable. Our engineering approach focuses on maximizing value by creating multi -use infrastructure systems, cost-effective phasing strategies and systems that include environmental, aesthetic, and recreation uses.
Spire Structural
Spire Structural Engineering Inc. was established in 2005 to provide structural engineering analysis and design of many types of new and existing structures using all materials. Spire's staff is determined to provide its clients with designs that consider cost, ease of construction, and cutting -edge construction methods to meet the objectives of each project.
Sweeney &. Associates
Sweeney & Associates, Inc. is an irrigation consulting firm specializing in irrigation system design, master planning, and water management. Founded in 1990, in San Diego, California, the company has evolved into an internationally recognized leader in the irrigation industry. Sweeney & Associates provides irrigation design services to a wide variety of clientele, including landscape architects, engineering firms, and municipalities. The company is recognized as a leader in the drip and subsurface irrigation design field.
California Skateparks
California Skateparks (CSP) is a full -service design/build company specializing in the development of public and private environments for skateboarding throughout the United States and around the world. Founded by Joe Ciaglia in 1990, California Skateparks has created a diverse range of public and private skateparks, plazas, skate spots, bowls, and landscape projects. These places have not only increased opportunities for skateboarding and other action sports, but they have contributed to the recreational and social fabric of the communities in which they are located.
6 M■ - C. Firm Profile
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D. Organization, Key Personnel, and Resumes
This chapter describes the key PlaceWorks personnel who will manage the Stewart Park Improvement Project. The full organization of the team is shown graphically in Figure 1. Resumes for all key staff assigned to this project are included Appendix No. 1.
PlaceWorks
Isabelle Minn, ASLA, LEED AP, Principal, will serve as Principal -in -Charge and will ensure that all products are produced on time, on budget, and meet the highest standards of quality. Additionally, she/he will be available to facilitate public workshops and critical meetings throughout the process. Isabelle has more than two decades of experience in community -based design and planning. Her work has focused on landscape architecture and urban design, with an emphasis on the protection of open space and natural resources, as well as on improving and greening our urban areas. She has managed a wide range of projects from large, open space master plans to urban forestry plans and site planning and design. She strives to create a balance between protecting resources and increasing public access.
Isabelle has developed multidisciplinary studies addressing physical, biological, cultural, and policy issues that affect watersheds. She has also managed many trail planning and design projects, from large-scale trail master plans to construction documents, and she is an expert on the development of urban greening projects. Isabelle is currently overseeing PlaceWorks' efforts on the Reimagining Big Basin project, the Folsom Lake SRA Road and Trail Management Plan, and the East Mountain Tampalpais State Park Facilities Management Plan. Isabelle is fluent in Spanish and frequently facilitates in Spanish as part of park planning and design work at PlaceWorks.
Jesse Jones, ASLA, Senior Associate, will serve as the Project Manager and will be responsible for the day-to-day management of the project, as well as for maintaining regular contact with City staff, coordinating with subconsultants, facilitating workshops, and attending all project meetings. Jesse brings to every project a broad range of experience in landscape design and environmental analysis. Her areas of focus include landscape infrastructure, including low -impact design interventions; school gardens and outdoor learning environments; shoreline parks; and trail planning and design. As a landscape architect at PlaceWorks, Jesse provides research and design services, including construction documentation, conceptual design, and graphic production for a variety of project types.
Jesse relocated from our Bay Area office to Los Angeles in 2021 and brings a wealth of experience in park construction to her new home. She continues to manage projects in both Northern and Southern California, including the Richmond Wellness Trail, which is currently under construction, and the Capistrano Beach Park Master Plan. Jesse served as project. manager or key project staff on all of the PlaceWorks projects presented in this proposal. She leads multi -disciplinary teams on nearly every project and strives for that perfect balance of highly functional and exceptionally beautiful.
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FIGURE 1 ORGANIZATIONAL CHART
CITY OF BEAUMONT
Department of Parks and Recreation
Department of Public Works
PLACEWORKS
Project Management, Landscape Architecture, Public Engagement, Environmental Review Isabelle Minn, RLA #5248, LEED AP, Principal -in -Charge Jesse Jones, RLA #6371, Senior Associate, Project Manager Jenn Chung, Associate Designer, Landscape Architecture
Yue Zhang, Associate Designer, Landscape Architecture
Logan Woodruff, Associate Designer, Landscape Architecture Addle Farrell, Principal, Environmental
BKF ENGINEERS
Civil Engineering
Bruce Kirby, PE, QSD/QSP, Associate
Davis Thresh, PLS
NINYO & MOORE
Geotechnical Engineering
Michael Putt, PG, CEG, Principal Geologist
SPIRE STRUCTURAL
Structural Engineering
Alexandros G. Bletsos, SE, Principal
Jeremy C. Welton, SE Principal
PACE
Splash Pad Design
Zirang Song, MS, PE, Vice President / Recreational Water Division Manager
PBS ENGINEERS
Electrical Engineering
Kunal Shah, PE, RCDD, LEED AP, Tariq Hassan, PE,
Louis (Lou) Perez, Gregory Morrison, Ronald (Ron) Martinez
SWEENEY & ASSOCIATES
Irrigation
Daniel L. Zummallen, Vice President
CALIFORNIA SKATE PARKS
Skate Park Design
Zachary Wormhoudt, RLA #4305, Principal
8 ■■ E. Project Experience
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E: Project Experiences
This chapter provides a list of projects related to the scope of work that PlaceWorks has completed within the past five years. Please see Appendix No. 2 for images and additional projects from the PlaceWorks team.
PlaceWorks
Snow Park Renovation for the City of Oakland. PlaceWorks worked with the City of Oakland to develop a comprehensive urban greening retrofit along Oakland's iconic Lake Merritt. Snow Park was redesigned to include new features were added to meet the needs of the local community. These include a new state-of-the-art terraced play area and a pedestrian promenade, with a highly visible rain garden featuring a custom art piece by local artists WowHaus. The sculpture represents a mythical water -dwelling creature that connects the site's location near the lake and the rainwater elements in the park. PlaceWorks designed the space to highlight the sculpture and bring people into the heart of the park. The project also included a new pedestrian- and bicycle -friendly multimodal corridor connection along the lake. The project included permeable and high-albedo paving, native and climate adapted plantings, and high recycled content in all purchased materials.
PlaceWorks also provided outreach and coordination with the community and multiple advisory committees to create conceptual plans for the park, streetscape, and lakeside improvements. The plans were developed into construction documents that included specific enhancements for roadways, electrical systems, street lighting, and stormwater infrastructure, including ample rain gardens. PlaceWorks' role on this project included environmental review under CEQA and National Environmental Policy Act (NEPA). PlaceWorks also provided construction administration.
PROJECT HIGHLIGHTS
✓ Multi -level playground
✓ Award winning park
renovation project
✓ Innovative stormwater
management
Jean Sweeney Open Space Park for the City of Alameda.
PlaceWorks prepared design development and construction documents for this unique 27 -acre community park in the heart of Alameda. The design process built upon a masterplan developed by the City with input from residents. PlaceWorks conducted community outreach with residents and stakeholders to ensure that the final project fulfilled their vision for the site. A phasing plan was developed separating construction and bidding of the park into four phases. The
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E. Project Experience ■■
9 first phase of construction includes the Cross -Alameda Trail, a shaded Class I bike trail which runs along the northern edge of the park.
The second phase of construction includes the eastern end of the Park, with a large nature playground, great lawn, picnic pavilion, parking lot and stormwater treatment planting. The park incorporates elements from the site's previous use by the Beltline Railway, including a historic train shelter and interpretive signage about Jean Sweeney's legacy as an open space advocate. The nature play area incorporates natural elements, such as boulders and logs repurposed from City tree maintenance, with playground equipment to create a unique and memorable play experience for both young children and older youth.
The third and fourth phases of the park will expand the park by adding, a large community garden, demonstration orchards, a bicycle skills course, habitat planting areas, and hiking trails with ongoing opportunities for outdoor education and nature -watching.
PROJECT HIGHLIGHTS
Prefabricated gathering
pavilion and rest stops
Large playground with water
features
V. Integrated trail and bike path
Iris Chang Park for the City of San Jose. PlaceWorks provided master planning, landscape architectural design, and construction documents for a new 2.5 -acre memorial sculpture park in North San Jose.
PlaceWorks' CEQA staff completed the Initial Study/Negative Declaration necessary for the project. The park is named after Iris Chang, a Chinese-American journalist and author, who wrote the bestselling book, The Rape of Nanking, which covered atrocities committed in China by the Japanese army, a forgotten holocaust of the Second World War.
PlaceWorks worked closely with the community as well as with Ms.
Chang's parents in shaping the vision for the park, which includes a series of monumental stone sculptures created by the artist Richard Deutsch.
The site is located adjacent to Coyote Creek Trail and the new path system includes an accessible trail connection from the park and its neighborhoods up to the trail, which runs along the top of a levee.
The grading required to bring users from ground level to the trail provided inspiration for exuberant curves in path layout and in earthform, allowing the landscape to have a sculptural form of its own.
The park design includes a dynamic planting plan made up of grasses of various textures and sizes arranged in concentric and undulating waves. These textures and forms, combined with the stone sculptures, create a contemplative environment for visitors to consider Iris Chang's legacy.
PROJECT HIGHLIGHTS
✓ Collaboration with local artist
Multiuse lawn and Drought
Tolerant Planting
✓ Flood Control District
Coordination
10 ME E. Project Experience
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F: References
PlaceWorks has provided references from clients who can attest to the quality of the work we do. We encourage you to contact them to find out more about our project work.
Clement Lau, Departmental Facilities Planner
County of Los Angeles
1000 S. Fremont Ave, Unit #40, Building A-9 West, 3rd Floor Alhambra, CA 91803 1626.588.5301
626-588-5301
Dates of work: 2013-2015, 2016-2019, 2020
Description of services: multiple projects including community parks plans, street level renderings for public works improvements, and community engagement
Annie Youngerman, Project Manager
The Trust for Public Land
101 Montgomery Street., Suite 1000
San Francisco, CA 94104
415-800-5201
Dates of work: September 2019 — June 2021
Description of services: conceptual design, construction drawings, and construction administration of Markham Elementary School in Oakland, CA.
Han -Lei Wang, Landscape Architect
City of San Jose
Public Works, CFAS
200 East Santa Clara Street, 6th Floor
San Jose, CA 95113
408-535-8356
Dates of work: June 2018 — May 2019
Description of services: construction drawings and construction administration for Iris Chang Park in San Jose, CA.
Barney Matsumoto, Landscape Architect
California State Parks, Southern Service Center
2797 Truxtun Rd
San Diego, CA 92106
619.221.7070
Dates of work: on -going
Description of services: various projects as on -call park planners for California State Parks
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F. References in 11
G: Scope of Services
Task I. Project Initiation and Project Management
1.1 City Staff Meeting 1: Kickoff Meeting and Site Visit The PlaceWorks team will attend a kick-off meeting with City staff to discuss expectations and concems, and to review key issues, information needs, work products, and delivery schedule. Overall project schedule and meeting dates will be reviewed. After the kick-off meeting, the PlaceWorks team will visit and photograph Stewart Park, paying particular attention to features and issues identified at the kick-off meeting and areas with proposed improvements in the Concept Plan.
1.2 Ongoing Project Management
PlaceWorks will coordinate with City staff throughout the project and will manage the scope, cost, and schedule to ensure that the project is completed efficiently. PlaceWorks will conduct weekly calls with the City project manager to coordinate. Additional meetings with the City Staff related to project review are called out in the tasks below.
Task 2. Data Gathering and Site Analysis
2.1 Survey
BKF Engineers (BKF) will provide boundary and topographic surveying of the project site. The topographic survey will cover the project area and will extend to include the full width of adjacent rights -of -way. Spot elevations will be sufficient to generate 0.5 foot contours and existing easements, assessor parcel numbers, and existing utilities on or adjacent to the proposed project area will be shown. Potholing will be conducted to confirm existing utilities.
2.2 Preliminary Title Reports, Street ROW Vacation, and Parcel Merger BKF will obtain the preliminary title report on all project parcels. BKF will additionally work with the City to finalize documentation necessary for formally close 9th and 10th Street and to merge the entire project area into one parcel.
BKF will document and record the final boundary survey and provide it to the City.
2.3 Geotechnical Investigation
Ninyo & Moore will develop a geotechnical investigation report for the proposed project. The study will incorporate the existing information from the June 2021 study and will include a geologic reconnaissance of the site to evaluate existing conditions. Ninyo & Moore will also conduct up to five (5) small diameter borings ranging from 20 to 30 feet deep and two additional shallow borings to a depth of approximately 5 feet to perform infiltration tests. Borings will be in areas where new facilities are proposed, including the restroom, bandshell, splash pad, playground, and parking lots. Laboratory tests will be conducted on the subgrade materials, and a letter report will be prepared containing the following: a site plan showing boring locations, logs of the borings, laboratory test data, a description of the geotechnical site conditions, site class and related seismic design parameters per the 2019 California 12 ■■ G. Scope of Services
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Building Code, earthwork recommendations for subgrade preparation of pavements and structures, and foundation recommendations for a restroom, bandshell, and splash pad slab.
2.4 Hydrological Assessment
BKF will conduct a hydrological assessment of the existing park and area feeding the Riverside County Flood Control and Water Conservation District (RCFC&WCD) flood control basin. The assessment will include current flood capacity and analyze flood events, including the 100 -year storm event. Following the development of the 30% design drawings, BKF will assess the impacts of any proposed improvements to the capacity and function of the flood control basin. These studies will be used in discussion with RCFC&WCD described in Task 5.
2.5 Site Analysis and Concept Review
Based on site visits, review of background information, and the hydrological assessment, PlaceWorks will develop a comprehensive Site Analysis including descriptive maps, diagrams, and graphics to clarify and illustrate existing conditions and identify key opportunities and constraints to be considered. The PlaceWorks team will additionally analyze the City's Concept Plan to determine feasibility and consistency with site opportunities and constraints.
2.6 City Staff Meeting 2: Site Analysis and Design Considerations PlaceWorks will facilitate a meeting with City staff to review and discuss the Site Analysis and considerations for the Concept Plan. The project team will confirm the direction for the preliminary design.
Task 3. Preliminary Design and Community Engagement
3.1 Schematic Design
The PlaceWorks team will develop up to two alternative conceptual site designs for Stewart Park. The alternatives will include graphic plans, material palettes, street level renderings, and other graphics to help convey design intent.
Conceptual site designs will include, but not be limited to:
▪ Walking trail alignments and public access
• New use areas, including new splash pad, playground, gaga courts, and bandshell • Prefabricated structure styles
▪ Upgraded skate park features
▪ Site fumishings, including benches, picnic pavilions, and BBQs IR Plant palette
▪ Traffic circulation and flow
Both alternatives will be accompanied by a high-level cost estimate and both will target the same budget.
3.2 City Staff Meeting 3: Schematic Design
PlaceWorks will facilitate a meeting with City staff to review the Schematic Design Alternatives and potential changes to the options before presenting them in the online forum. The project team will also review the draft online survey tool and discuss strategies for gathering responses.
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G. Scope of Services • ■ 13
3.3 Online Survey
PlaceWorks will develop and host and online survey to gather feedback on the Schematic Design Alternatives. The survey will target getting feedback about site features rather than directly voting for one alternative, allowing the final design to be a combination of preferred elements. Following the completion of the survey, PlaceWorks will provide a concise summary of responses and recommendations for moving forward.
3.4 City Council Meeting 1: Schematic Design
In partnership with City staff, PlaceWorks will present the Schematic Design Altematives and results from the online survey to City Council. The presentation will include a summary of the preferred approach to move forward for design development but will allow for feedback and recommendations from City Council members.
3.5 Draft Design Development
Based on discussions with City staff, community feedback from the online survey, and comments from City Council, the PlaceWorks team will develop a single preferred design option, including a rendered site plan graphic with callouts identifying the project components with a written description, sections showing relationship between park elements, and street level renderings of site features.
The draft plan will be accompanied by a lighting analysis showing existing illumination in the park and a proposed lighting strategy based on the proposed plan. The draft plan will also include a preliminary planting plan with hydrozones identified and preliminary water use calculations determined. The design will be accompanied by a draft cost estimate.
3.6 City Staff Meeting 4: Design Development
PlaceWorks will facilitate a City staff meeting to discuss the Draft Design Development Plan and solicit review comments and edits. The project team will also prepare for the final presentation to City Council.
3.7 Revised Design Development (30 -Percent Drawing and Cost Estimate) Based on City review comments, the PlaceWorks team will revise the Draft Design Development Plan. This draft will serve as the basis for the CEQA project description and will be used in discussions and for preliminary letters of intent with RCFC&WCD, Southern California Edison (SCE), and Beaumont Cherry Valley Water District (BCVWD).
The revised Design Development package will include preliminary working drawings to 30 percent and will be accompanied by a cost estimate. The package will include the following preliminary plan sheets:
• Title Sheet and Location Map
• Demolition Plan
• Grading, Drainage, and Utility Plan
• Layout Plan
• Materials Plan
• Electrical Plan
• Planting Plan and Hydrozone Irrigation Calculations
14 • • G. Scope of Services
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Specifications will be in CSI format. A table of contents will be provided with the 30% set indicating section to be included in subsequent submittals.
3.8 City Council Meeting 2: Design Development
In partnership with City staff, PlaceWorks will present the Revised Design Development package to City Council.
The presentation will focus on the changes to the project based on feedback from City staff, the public, and City Council.
3.9 City Staff Meeting 5 and Field Review: Preparing for Final Design PlaceWorks will facilitate a City staff meeting to review the 30% drawings and conduct a site walk with to review the drawings in the field and deliberate on areas where there are questions or potential impacts.
Task 4. Construction Documents
4.1 60 -Percent PS+E Submittal
Based on the City's Comments and the Field Walk to review the Design Development plan, the PlaceWorks team will develop the 60 -percent PSE submittal for the project. The preliminary list and count of the construction document sheet set is anticipated to include approximately 48 to 50 sheets and is listed in Table 1. We believe for the purpose of clarity that construction document plans are best prepared at 1:20 scale.
The construction document set is anticipated to include:
TABLE 1 PRELIMINARY CONSTRUCTION DOCUMENT SHEETS (60% 90%, 100%, FINAL SET) Sheet Title
Title Sheet and Location Map
Responsibility
PlaceWorks
Sheets
1 Notes, Legend and Abbreviations
PlaceWorks
1 Existing Conditions /BASE @ 1:20
BKF
4 Water Quality Management Plan (WQMP) BKF
4 Storm Water Pollution Prevention Plan (SWPPP) BKF
4 Storm Drainage Hydrology/Hydraulic Report
BKF 4
Demolition Plans @ 1:20
BKF 4
Civil Construction Details
BKF 3
Grading & Drainage Plans @1:20
BKF 4
Site Improvements/Horizontal Control Plans @1:20
BKF 4
Sewer and Water (wet) Utility Plans
BKF 4
Materials Plan @1:20
PlaceWorks 4
Landscape Details
PlaceWorks 6
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G. Scope of Services ■ ■ 15
TABLE 1 PRELIMINARY CONSTRUCTION DOCUMENT SHEETS (60% 90%, 100%, FINAL SET) Sheet Title
Responsibility
Sheets
Electrical Plans @1:20
PBS Engineers
4 Electrical Details
PBS Engineers
4 Splash Pad Plans @1:10
Pace
1 Splash Pad Details
Pace
4 Skate Park Plans @1:10
California Skate Parks 1
Skate Park Details
Califomia Skate Parks 2
Structural Plans
Spire Structural 3
Structural Calculations
Spire Structural 1
Irrigation Plans @1:20
WELO Calcs & Submittals
Sweeney + Associates 4
Irrigation Details
Sweeney + Associates 2
Planting Plan @1:20
PlaceWorks 4
Irrigation Details
Sweeney + Associates 2
Planting Details
PlaceWorks 2
The 60 -percent plans will be accompanied by draft specifications in CSI format. The cost estimate will be developed using the City's preferred schedule of values format or other bid form ready template.
4.2 City Staff Meeting 6 and Field Review: 60 -Percent PS+E Following a three-week review period, City staff will provide PlaceWorks with one set of marked up plans and specifications. PlaceWorks will meet with City staff to review comments on the 60% set and clarify any questions that may arise. The project team will conduct a site walk to address any remaining issues.
4.3 90 -Percent PS+E Submittal
Based on City review comments, the PlaceWorks team will revise the 60 -percent submittal and refine it to 90 percent.
4.4 City Staff Meeting 7: 90 -Percent PS+E Submittal
Following a three-week review period and receipt of marked up plans and specifications, PlaceWorks will meet with City staff to review comments on the 60 -percent set and clarify any questions that may arise.
4.5 100 -Percent PS+E Submittal
Based on City review comments, the PlaceWorks team will revise the 90 -percent submittal and refine it to 100 percent.
16 IA ER G. Scope of Services
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4.6 City Staff Meeting 8: 100 -percent PS+E Submittal
Following a three-week review period and receipt of marked up plans and specifications, PlaceWorks will meet with City staff to review comments on the 90 -percent set and clarify any questions that may arise.
4.7 Final PS+E (Bid Set)
Based on City's review comments, PlaceWorks will make minor revisions to the 100% submittal and refine it to a Final set for going to bid purposes. The Final plan set will include the electrical plan of service approved by SCE and final plan of service approved by BCVWD.
Task 5. Coordination and Permitting
Throughout the design process, the PlaceWorks team will coordinate with local utilities and jurisdictional agencies.
5.1 Southern California Edison (SCE)
PBS Engineers will coordinate with SCE early in the design process to determine electrical capacity requirements and service needs. In tandem with the 30 -percent submittal, PBS Engineers will submit a Letter of Intent to begin the process for SCE electrical plan of service and all permits. PBS Engineers will update plans as needed to respond to SCE's request and will finalize the plan of service and all associated permits as part of this project. It is assumed that the City will pay an associated permitting fees.
BKF will coordinate with SCE regarding any necessary easements for electrical lines located within the sections of 9th or 10th Streets that will be vacated and consolidated into the park parcel.
5.2 Beaumont Cherry Valley Water District (BCVWD)
BKF will coordinate early in the design process BCVWD to verify available water pressures and volumes and to determine water service needs and capacity requirements. In tandem with the 30 -percent submittal, BKF will provide additional detail about the project including water needs for the splash pad, restroom, and irrigation and initiate the BCVWD service plan process. BKF will finalize the plan of service and include it as part of the final construction documents.
BKF will additionally coordinate with BCVWD regarding any necessary easements for water lines located within the sections of 9th or 10th Streets that will be vacated and consolidated into the park parcel.
5.3 Riverside County Flood Control and Water Conservation District (RCFC&WCD) BKF will coordinate with RCFC&WCD as part of the Hydrological Assessment described in Task 2. In tandem with the 30 -percent submittal, BKF will submit the plans to RCFC&WCD for review and comment. BKF will incorporate any plan edits from RCFC&WCD and will coordinate the application and approval of any required permits. It is assumed that the City will pay an associated permitting fees
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G. Scope of Services ■ IN 17
5.4 Other Utilities (Gas, Telephone, Cable)
In addition to coordinating the easements for SCE and BCVWD, BKF will reach out to other utilities to determine necessary easements for utility lines located within the sections of 9th or 10th Streets that will be vacated and consolidated into the park parcel.
5.5 Riverside County Department of Public Health
Pace will coordinate with Riverside County Department of Public Health to issue a permit for the splash pad.
Task 6. Environmental Review
The following scope outlines the process for completing environmental analysis that will inform the appropriate tiered CEQA document, and the CEQA document.
6.1 Initial Study
PlaceWorks will prepare a detailed Initial Study that will inform the appropriate CEQA document (described below).
The Initial Study will include a project description that includes the project -specific details and information to support all the conclusions stemming from the threshold questions in Appendix G, Environmental Checklist, of the CEQA Guidelines. The Initial Study will determine if any environmental impacts are anticipated due to construction and operation of the project and include mitigation measures if required. The Initial Study will assess environmental impacts that could result from the construction and operation of the proposed project. The Initial Study will document the resulting level of significance for each of the topical areas required under CEQA.
6.2 CEQA Document
Assuming that the Initial Study finds that there are no unavoidable significant environmental impacts as a result of the project, PlaceWorks can prepare one of the following documents as CEQA permits and the City desires. • If all impacts are considered to be less than significant without mitigation, PlaceWorks can prepare a Notice of Exemption.
• If all of the impacts are considered to be less than significant with application of the mitigation measures identified in the recently certified General Plan EIR (2020, State Clearinghouse Number 2018031022), PlaceWorks can prepare an Addendum to the General Plan EIR. • If some of the impacts require new mitigation beyond those included in the General Plan EIR to determine a less -than -significant conclusion, PlaceWorks can prepare a Mitigated Negative Declaration (MND).
However, if it is determined that proposed project could result in a significant and unavoidable impact PlaceWorks can prepare a Focused EIR with the City's approval of a contract amendment.
PlaceWorks will prepare a mitigation monitoring or reporting program (MMRP) to accompany the CEQA document, if mitigation measures are required. If the appropriate and preferred CEQA document is an MND, PlaceWorks will be responsible for posting the documents with the State Clearinghouse for the public review period, as required by CEQA. The City will be responsible for local noticing.
18 a G. Scope of Services
STEWART PARK IMPROVEMENT PROJECT
CITY OF BEAUMONT
6.3 Response to Public Comment
PlaceWorks will respond to substantive comments received on the appropriate/preferred CEQA document in a memorandum form.
6.4 Notice of Determination/Notice of Exemption
PlaceWorks will prepare a notice of determination (NOD) or the Notice of Exemption (NOE) for the City to submit to the County Clerk, as required. The City will be responsible for filing the NOD and paying associated fees.
PlaceWorks will prepare three versions of the Initial Study and appropriate/preferred document (Addendum, Exemption, or MND), and MMRP. These include an Administrative Draft, Screencheck Draft, and Final Draft.
PlaceWorks will respond to one round of consolidated comments on the Administrative Draft. PlaceWorks will submit a revised, Screencheck Draft to City staff as an electronic file. PlaceWorks will respond to one round of consolidated comments on the Screencheck Draft and prepare a Final Drafts for the City.
Task 7. Construction Administration (Optional)
As an optional task, the PlaceWorks team is available to assist the City with construction administration, including the following subtasks. The number of hours is approximate based on similar projects and can be evaluated if services are needed.
• Bidding. To assist the City during the bid process, PlaceWorks will attend one pre -bid meeting to assist City staff in answering contractor questions, prior to the submittal of bids; prepare technical information or changes to include in addenda being prepared by the City, and respond to requests for information. ▪ Construction Site Visits. The PlaceWorks team will attend a pre -construction meeting with City staff and the Contractor to review the drawings and specs. Following this meeting, PlaceWorks will participate in one project coordination meeting per week of the anticipated construction phase and review the required mock- ups and field samples as indicated in the Technical Specifications as part of these meetings.
Submittal Responses. The PlaceWorks team will review submittals for conformance to plans and specifications and prepare a written response for each submittal. • RFIs and Supplemental Information. The PlaceWorks team will respond to questions from the Contractor in the field, as requested by the City. PlaceWorks will respond in a timely and efficient manner to the contractor's requests for additional information.
• Punchlist. The PlaceWorks team will develop a draft punch list for the field inspector and contractors review following a pre -final site visit. PlaceWorks will participate in a final site visit to go over the items in the punch list, once the contractor has indicated the list is complete.
STEWART PARK IMPROVEMENT PROJECT
CITY OF BEAIJMONT
G. Scope of Services ■ 19
H: Project Schedule
FIGURE 2 SCHEDULE
Months
9ZZZ 10 L091. abed
Proje ct Tasks
(4
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On - going erased Managemen t
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100%PSFE &Annitt
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Coordination & Permitting
Southern Californ ia Edison ISCE)
Beaumont Cherry trolley Water District (aCV WOi
Ramuda Cou nty Flo od Corne al and Water Con servator,
District IRCFC&WCD)
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InmUtstudy
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Response to Public [ailment
noticed Detarrm naMN Ralce of Damien
1 7 3 4
10 la - 16
16 19
®PlaceWarks Preparation I Staff Re ndw or min Onli ne Project Team of Pr oject Task. sti chk Pr oducts azgai r Sr rmy Meetings N o; t -r N.,.z[in;ys Gty C ouncil
Fledd RuviemS:°.: V tit Meetings
PIM
1 .Assumes a 6 month constructi on period .
20 mg H. Project Schedule
STEWART PARK IMPROVEMENT PROJECT
CITY OF BEAUMONT
Appendix No. 1: Resumes
ISA B E LLE MINN, ASLA, LEED AP
Principal
Isabelle has over twenty years of experience in community -based design and planning. Her work has focused on landscape architecture and urban design, with an emphasis on the protection of open space and natural resources, as well as on improving and greening our urban areas. She has managed a wide range of projects from large, open space master plans to urban forestry plans and site planning and design projects. She strives to create a balance between protecting resources and increasing public access. Isabelle has developed multi -disciplinary studies addressing physical, biological, cultural, and policy issues that affect watersheds. She has also managed many trail planning and design projects, from large-scale trail master plans to construction documents, and she is an expert on the development of urban greening projects. Recently, Isabelle's work has emphasized meeting park and open space needs in park poor communities. She served as the Principal -in -Charge of the Comprehensive Countywide Parks and Recreation Needs Assessment for the County of Los Angeles, the Concord Hills Regional Park Land Use Plan and EIR for East Bay Regional Park District, and the Pigeon Point Light Station State Historic Park General Plan for California State Parks.
HIGHLIGHTS OF EXPERIENCE
OPEN SPACE AND TRAILS
» San Vicente Redwoods Public Access Plan, Santa Cruz County CA » Los Angeles County Trails Assessment and Mapping, LA County CA » Cloverdale Ranches Alternatives Planning, Pescadero CA » La Honda Creek Open Space Preserve Master Plan, La Honda CA » Laguna de Santa Rosa Protected Lands Trail Plan, Sonoma County CA » Wavecrest Concept Plan, Half Moon Bay CA
» Mori Point Trail Planning and Design, Pacifica CA
PARKS AND CIVIC LANDSCAPES
Los Angeles Countywide Comprehensive Parks and Recreation Needs Assessment, LA County CA
Master Plan for Sustainable Parks and Recreation, LA County CA Saratoga Quarry Park Master Plan, Saratoga CA
Martial Cottle Park Master Plan, San Jose CA
Trancas Crossing Park and Napa River Trail, Napa CA
Windsor Gateway Mixed -Use Development Project, Windsor CA
HABITAT RESTORATION AND RESOURCE PLANNING
»
»
Los Angeles River Ranger Establishment Plan, Los Angeles CA Benicia Urban Waterfront Enhancement and Master Plan, Benicia CA WaterTalks: Planning for Water in Underserved Communities, Los Angeles and Ventura Counties
Lake Merritt Bird Island Enhancements, Oakland CA
Comanche Creek Vegetation Management Plan, Chico CA
Trancas Crossing Park and Napa River Trail, Napa CA
Breuner Marsh Restoration EIR, Richmond CA
Lower Peninsula, West Valley, and Guadalupe Watershed Stewardship Plans, Santa Clara County CA
EDUCATION
»
MS, Resource Ecology and
Management, University of
Michigan, Ann Arbor
Master of Landscape Architecture,
University of Michigan, Ann Arbor
BS, Environmental and Resource
Science, University of California,
Davis
REGISTRATIONS
» California Licensed Landscape
Architect No. 5248
CERTIFICATIONS
» Leadership in Energy and
Environmental Design Accredited
Professional
AFFILIATIONS
» American Society of Landscape
Architects
» California Urban Forests Council,
Board Member
» Bay Area Trails Collaborative,
Member
Team member since 2001
PLACEWORKS
URBAN AGRICULTURE AND URBAN FORESTRY
» Salinas Urban Greening Plan, Salinas CA
» Oroville Urban Area Master Greening Plan, Oroville CA » Urban Farm and Garden Master Plan, Alameda CA
» EI Monte Urban and Community Forestry Management Plan, EI Monte CA » Agricultural Park Consulting Services, Davis CA
» Urban Farm Design Services, Treasure Island, San Francisco CA
ISABELLE MINN
Principal
[email protected]
SITE PLANNING AND DESIGN
» San Leandro Boulevard -BART Pedestrian Interface Plan, San Leandro CA » Bay Clarke-Weeks-Pulgas Conceptual Plan, East Palo Alto CA » North Redwood Boulevard Planning Study, Novato CA
» Southwest Chico Neighborhood Plan, Chico CA
» Sonoma Plaza Pedestrian Corridor and Land Use Study, Sonoma CA » Bolinas Lagoon Preserve Conceptual Site Plan, Bolinas CA » North Broadway Neighborhood Plan, Bay Point CA
» Riverbank Ammunition Plant Specific Plan and EIR, Riverbank CA » Windsor Gateway Mixed -Use Development Project, Windsor CA
PUBLICATIONS
» "Stream Restoration and Channel Daylighting" (co-author), In Landscape Architecture Graphic Standards, 1st ed., Leonard J. Hopper (ed.), John Wiley & Sons, 2006
SPEAKING ENGAGEMENTS AND TEACHING
» "Maximizing the Benefits of Urban Greening", 2010 APA California Chapter Conference, Carlsbad CA
» "Parks as Resource Management Tools", 2009 APA California Chapter Conference, Squaw Valley CA
» "Site Planning for Creeks, Riparian Corridors, and Wetlands", UC Davis Extension course AWARDS
»
Los Angeles County Comprehensive Parks and Recreation Needs Assessment:
2017 Public Outreach Award, California Chapter APA; 2017 Public Outreach Award, California APA, Los Angeles Section; 2016 Marketing & Communications Award of Excellence, California Park & Recreation Society San Francisco Bay Trail Design Guidelines and Toolkit: 2018 Long Range Plan Award, The Waterfront Center; 2017 Urban Design Award, California APA, Northern Section; 2017 Planning Award of Merit, California Trails & Greenways Los Angeles County Master Plan for Sustainable Parks & Recreation: 2019 Award for Excellence in Sustainability, National APA, Sustainable Communities Division; 2017 Sustainability Award: Green Region Initiative, SCAG; 2016 Exceptional Urban Forestry Program Award, California Urban Forests Council; 2016 Innovation in Green Community Planning Award of Merit, California APA, Los Angeles Section
Quarry Park Master Plan: 2016 Outstanding Planning Document Award, California AEP
Salinas Forest Assessment and Urban Greening Plan: 2016 Astounding Urban Forestry Project Award, California Urban Forests Council Martial Cottle Park, San Jose CA: California Chapter APA Award of Excellence, Innovation in Green Community Planning Award, 2011; Northern Section, California APA, Innovation in Green Community Planning Award, 2011
LEADERSHIP AND COMMUNITY
» Board Member, California Urban Forests Council, 2011- 2016
JESSE JONES, ASLA
Senior Associate, California Licensed Landscape Architect Jesse brings to every project a broad range of experience in landscape design and environmental analysis. Her areas of focus include landscape infrastructure, including low -impact design interventions; school gardens and outdoor learning environments; shoreline parks; and trail planning and design.
As a landscape architect at PlaceWorks, Jesse provides research and design services, including construction documentation, conceptual design, and graphic production for a variety of project types. Currently, Jesse is serving as the project manager for Tidewater Area of Martin Luther King Jr. Regional Shoreline, a 7 acre open space located on the Oakland Estuary that includes a nature play area, outdoor classroom, expansive lawn, coastal planting, shoreline vista points, and an internal trail network.
Jesse is also the project manager for Cross Alameda Trail in the City of Alameda and the Wavecrest Coastal trail in the City of Half Moon Bay. Prior to joining PlaceWorks, Jesse worked as a landscape designer for environmental restoration, as well as and environmental educator and school garden instructor.
HIGHLIGHTS OF EXPERIENCE
LANDSCAPE ARCHITECTURE AND PARK DESIGN
» Tidewater Use Area of Martin Luther King Jr. Regional Shoreline, East Bay Regional Parks District, Oakland CA
» Snow Park and Lakeside Green Streets, Oakland CA
» Shields -Reid Park, Richmond CA
» Iris Chang Park, San Jose CA
» McKay Avenue Entrance to Crown Memorial State Beach, Alameda, CA » Pacheco Marsh Public Access Plan, Martinez, CA
NATURE PLAY AND PLAYGROUND DESIGN
» Markham Elementary School, Oakland, CA
» Jean Sweeney Open Space Park, Alameda, CA
» Pierce Street Park, Albany, CA
» 95th and Normandie Pocket Park, Westmont, CA
TRAIL/STREETSCAPE DESIGN
» Wavecrest Coastal Trail Project, Half Moon Bay CA
» Cross Alameda Trail, Alameda, CA
» Richmond Wellness Trail, Richmond, CA
OPEN SPACE AND RESOURCE PLANNING
» Pigeon Point Light Station State Historic Park General Plan » Master Plan for Sustainable Parks, Los Angeles County CA » Concord Hills Regional Park Land Use Plan, East Bay Regional Parks District » Reimagining Big Basin Redwood State Park, California State Parks
EDUCATION
» Master of Landscape Architecture,
University of California, Berkeley CA
» BA, Environmental Studies and Urban
and Architectural Studies, New York
University, New York NY
REGISTRATIONS
» California Licensed Landscape
Architect No. 6371
AFFILIATIONS
» American Society of Landscape
Architects (ASLA)
Team member since 2013
Cu
PLACEWORKS
AWARDS
» Master Plan for Sustainable Parks, Los Angeles County CA » California Parks & Recreation Society, Award of Excellence, Marketing & Communications, 2016
» California Chapter APA Award of Merit, Innovation in Green Community Planning Award, 2016
» 2011 University Olmsted Scholar, Landscape Architecture Foundation
JESSE JONES
Senior Associate
[email protected]
»
»
»
»
JEN CHUNG, ASLA
Associate Designer
Jen combines creativity with technical dexterity to transform concepts into visual designs and designs into workable plans. She has worked at multiple scales —from smaller site -scale residential designs to regional -scale design guidelines and vision plans —and her projects reflect various degrees of complexity. She pulls from this breadth of experience and her formidable understanding of design principles to find the ideal solution for every project.
Creativity and technique also inform Jen's graphics and visual communications. She knows how to make a strong visual impact that conveys information clearly and is aesthetically pleasing. Her expertise with a variety of graphics and design programs gives her optimal efficiency, even under time and budget constraints. She possesses a high level of dexterity with using Adobe InDesign, Illustrator, Photoshop, and AutoCAD.
Jen's pursuit of landscape architecture was largely fueled by her desire to improve people's quality of life and enhance local and regional communities. This passion drives her to produce her best effort every time, and she continually surpasses herself with each new assignment.
HIGHLIGHTS OF EXPERIENCE
LANDSCAPE ARCHITECTURE, DESIGN & PLANNING
Capistrano Beach Park Master Plan I Dana Point CA
Tesoro Viejo Master Planned Community I Madera County CA Measure A Implementation I Los Angeles County CA
» Los Angeles River Park Ranger Program Establishment Plan I Los Angeles CA Santa Ana River Parkway and Open Space Plan I San Bernardino, Riverside, and Orange counties CA
East Bay Regional Park District Climate Adaptation Strategy I Oakland CA California Adaptation Planning Guide I State of California Laguna Beach Landscape and Scenic Highways Element I Laguna Beach CA City of San Mateo General Plan Update I San Mateo CA
City of San Mateo Climate Action Plan Update I San Mateo CA County of Contra Costa General Plan Update I Contra Costa County CA Hawk Ridge Community Design I Kings County WA
Desert Horizons Community I Indian Wells CA
Mt. San Antonio College Educational and Facilities Master Plan I Walnut CA City of Corona General Plan Update I Corona CA
Southwest Otay Mesa Specific Plan I San Diego CA
3roots Specific Plan I San Diego CA
City of Hope Specific Plan I Duarte CA
West Carson TOD Specific Plan Park Design I West Carson CA SB 2 Planning I Department of Housing and Community Development 95th & Normandie Pocket Park I Los Angeles CA
West Athens -Westmont 10 -Minute Walk to a Park Plan I Los Angeles County CA
EDUCATION
» Master of Landscape Architecture,
California Polytechnic University,
Pomona
» BA, East Asian Studies, University of
California, Los Angeles
REGISTRATIONS
» California Licensed Landscape
Architect No. 6549
AFFILIATIONS
» American Society of Landscape
Architects
Team member since 2016
PLACEWORKS
CORPORATE MARKETING & GRAPHIC DESIGN
» 2019, 2018, 2017, and 2016 APA California Conference Materials » 2020, 2018, and 2017 AEP California Conference Materials » 2017 ULI Fall Meeting Conference Materials
» PlaceWorks Corporate Marketing Materials
» Design Graphics for PlaceWorks' Los Angeles and San Diego Offices » PlaceWorks Downtown LA Open House Materials
» PlaceViews Newsletters
JEN CHUNG
Associate Designer
[email protected]
PRIOR EXPERIENCE
LANDSCAPE ARCHITECTURE & CONSTRUCTION DOCUMENTATION
» BLVD63 Apartments I San Diego CA
» Pacific City I Huntington Beach CA
» Playa Vista Apartment Homes I Los Angeles CA
» Meridian Apartments I Irvine CA
» River Oaks Apartment Homes I San Jose CA
» Park Place Apartment Homes I Irvine CA
» 3033 Wilshire High Rise Apartment I Los Angeles CA
» 1031 Walnut Apartments I San Jose CA
» Orchard Hills Community Development I Irvine CA
» Bella Vista Model Homes I Irvine CA
DEVELOPMENT PLANS
» El Toro 100 -Acre Parcel Design Guidelines I Irvine CA » West Alton Parcel Design Guidelines I Irvine CA
VISION PLANS
» Re -envisioning Open Space and Connectivity I CA State Coastal Conservancy
GRAPHIC DESIGN & MARKETING
» Corporate Graphics Standards and Rebranding I EPTDESIGN » Corporate Marketing Materials I EPTDESIGN
AWARDS
» 2018 Winner of APA California Conference Logo Design Competition I APA California Chapter
» 2015 and 2013 Winner of TREK Award for Design Research I EPTDESIGN Internal Design Competition
YUE ZHANG
Associate
Yue has more than 8 years' experience in site planning and residential design. Her projects range from large-scale city planning to specific site plan and landscape design. Yue is passionate about site planning and how she can help clients and residents create a sustainable living environment. As a designer at PlaceWorks, Yue is involved in site analysis, design, production, coordination, and submittal processes.
She specializes in landscape design, graphics, document design, 3D modeling and rendering, and lighting analyses.
Yue participated in the 2020 ULI Technical Assistance Panels. She was the major research assistant in 2012 Landscape Architecture Foundation Case Study Investigation Program, in which she evaluated the performance benefits of four great street projects. During her master program, she presented a feasibility analysis for using constructed wetland system to treat and reclaim wastewater in City of Mount Pleasant, UT. This study will guide the construction of Mount Pleasant city wastewater treatment facilities.
HIGHLIGHTS OF EXPERIENCE
»
»
»
»
»
Wildomar Objective Design Standards I Wildomar CA
Temecula Objective Design Standards I Temecula CA
The El Camino Plan I Atascadero CA
PA 61 Otay Mesa Landscape Plan I San Diego CA
THE GROVES at Loma Linda Specific Plan I Loma Linda CA
Solar Array View Simulation I Capistrano Unified School District Water Tank Shadow Study I Woodside CA
Newhall Ranch Master Plan I County of Los Angeles CA
CollegeTown Specific Plan I Fullerton CA
Natomas Residential Design I Sacramento CA
Skyline Ranch Master Plan I Santa Clarita CA
Harbor Boulevard Corridor Plan and Vision I Santa Ana CA Harmony Specific Plan EIR I Highland CA
Mill Creek Specific Plan I Chino CA
Ramona Creek Specific Plan I Hemet CA
Renaissance Rialto Specific Plan I Rialto CA
Tesoro Viejo Master Plan I Madera County CA
Tesoro Del Valle Master Plan I Santa Clarita CA
Oxford Place Development I Toronto CA
Glenwood Housing Foundation Landscape Design I Laguna Beach CA Santa Ana High School Lighting Study I Santa Ana CA
Garey High School Lighting Study I Pomona CA
Pomona High School Lighting Study I Pomona CA
Westlake Village Site Plan I Westlake Village CA
Ocean View Hills Site Plan and Landscape Plan I San Diego CA Strada Verde Innovation Park Specific Plan I Kings County CA Southwest Village Specific Plan I San Diego CA
River Street View Simulation I San Juan Capistrano CA
Lost Canyon Golf Community Visual Simulation I Simi Valley CA
EDUCATION
» MA, Landscape Architecture, Utah
State University
» BEng., Landscape Architecture,
Southwest Jiaotong University
AFFILIATIONS
» American Society of Landscape
Architects
Team member since 2012
PLACEWORKS
PUBLICATIONS
» "On the Research Front: 2012 Landscape Architecture Foundation Case Study Investigation and the Case of the Streetscape," Conference Notes for Council of Educators in Landscape Architecture, 2012.
YUE ZHANG
Associate
[email protected]
SPEAKING ENGAGEMENTS
» "Design of a Constructed Wetland for Wastewater Treatment and Reuse in Mount Pleasant, Utah" 12012 Spring Runoff Conference I Logan UT
LOGAN WOODRUFF
Associate
Logan Woodruff is a designer working at the intersection of urban planning and design, landscape architecture, and community engagement. He adds value to projects through dynamic visual storytelling, crisp narrative and technical writing, and a steadfast commitment to approaching planning and design processes through a transdisciplinary and multiscalar lens. Logan delivers solutions that are simultaneously based on rigorous quantitative analysis and emerge from an empathetic understanding of community priorities and local expertise.
HIGHLIGHTS OF EXPERIENCE
»
»
»
Reimagining Big Basin Vision Plan, California State Parks Mckay Avenue Master Plan, East Bay Regional Parks District, Alameda CA East Bay Vegetation Management Wildfire Prevention JPA Formation Project, East Bay CA
Sutter's Fort Interpretation Master Plan Engagement, California State Parks VTATransit Oriented Development Conceptual Design and Engagement, Gilroy CA Downtown San Bernardino Specific Plan, San Bernardino CA Stockton General Plan Update, Stockton CA
Los Alamitos Town Center Strategic Plan, Los Alamitos CA Cloverdale Zoning Code Update, Cloverdale CA
PRIOR EXPERIENCE
» Justin -Siena High School Campus Redesign Vision Master Plan, Napa CA Trinity River Strategic Master Plan, Fort Worth TX
Downtown Greensboro Streetscape Master Plan, Greensboro NC Downtown Oakland Specific Plan, Oakland CA
Chabot College Facilities Master Plan, Hayward CA
Las Positas College Facilities Master Plan, Livermore CA Middle Density Residential Zoning Analysis, Oakland CA
AWARDS
» 2020 San Francisco Bay Area NAIOP Golden Shovel Real Estate Challenge
SPEAKING ENGAGEMENTS
» "Adaptation Pathways for Sea Level Rise in Marin City," University of California, Berkeley, 2019
EDUCATION
» Master of Landscape Architecture,
University of California, Berkeley
» Master of City and Regional Planning,
University of California, Berkeley
» Bachelor of Arts, Urban Studies,
Vassar College
AFFILIATIONS
» American Planning Association (APA)
» American Society of Landscape
Architects
Team member since 2020
PLACEWORKS
LOGAN WOODRUFF
Associate
[email protected]
ADDIE FARRELL
Principal
Addie is a seasoned project manager who navigates the CEQA and NEPA processes for a wide range of project types, from remediation to recreation to entertainment to health care and beyond. She excels at providing her clients with strategic and holistic support, advising on a broad array of technical and strategic issues. Her dedication and professional style have brought her a number of complex and high -profile projects that have earned awards from both AEP and APA.
Addie leads PlaceWorks' CEQA/NEPA practice for the Los Angeles region and oversees environmental staff from our Los Angeles office, managing diverse in-house and subconsultant teams. She oversees all aspects of the environmental process and ensures adherence to budget and scope. She also presents at public and stakeholder meetings and excels at delivering public and staff presentations, even in high-pressure settings. She pays keen attention to quality and detail and maintains that attention in the most challenging situations.
HIGHLIGHTS OF EXPERIENCE
»
»
»
The Mercury Mixed -Use Development Project IS/MND I Pico Rivera CA Norwalk Entertainment District -Civic Center Specific Plan EIR I Norwalk CA Tapia Ranch Residential EIR I Santa Clarita CA
Southwest Valley Community Plans EIR I Los Angeles CA
Prologis Vermont and Redondo EIR I Los Angeles CA
Multiview Drive Single -Family Residence with Accessory Dwelling Unit IS/MND Los Angeles CA
Medical Office Building at 508 Las Tunas Drive IS/MND Addendum I Los Angeles CA Sepulveda Basin Burrowing Owl Surveys I Los Angeles CA
EA Form Preparation for 6 -Lot Subdivision I Granada Hills CA Brookside Golf Club Expansion IS/MND I Pasadena CA
Arroyo Seco Music and Arts Festival EIR Addendum I Pasadena CA Anaheim General Plan Update EIR I Anaheim CA
Orange County Great Park Phase 2 EIR I Irvine CA
Los Alamitos Town Center GPA Addendum I Los Alamitos CA Crescenta Valley High School Field Improvement Project EIR I Glendale USD Bright Star Schools Rise Kohyang Charter High School IS/MND I Los Angeles USD Malibu Middle and High Schools Specific Plan and EIR I Santa Monica -Malibu USD McKinley Elementary School EIR for Campus Master Plan Update I Santa Monica - Malibu USD
Grant Elementary School EIR for Campus Master Plan Update I Santa Monica - Malibu USD
PRIOR EXPERIENCE
»
»
Inglewood Basketball and Entertainment Center EIR I Inglewood CA Arroyo Seco Music and Arts Festival EIR I Pasadena CA
Rancho Los Amigos EIR I Los Angeles County CA
Treeland Homes EIR I Los Angeles CA
Pacific Square San Gabriel Mixed -Use Project EIR I San Gabriel CA Topock Compressor Station Environmental Review, Multiple EIRs under DTSC contract I Needles CA
Santa Susana Field Laboratory Final EIR for DTSC I Ventura County CA
EDUCATION
» BA, Natural Resource and
Environmental Geography,
San Diego State University
AFFILIATIONS
» Association of Environmental
Professionals
Team member since 2020
PLACEWORKS
Cu
ADDIE FARRELL
Principal
[email protected]
»
»
»
»
»
Shriners Hospital for Children MND I Pasadena CA
Platinum Residential Project MND I Pasadena CA
AngelFest Environmental Assessment I Los Angeles CA
Hollywood Center EIR I Los Angeles CA
Rose Bowl Lighting Replacement Project I Pasadena CA
Griffith Park Performing Arts Center MND I Los Angeles CA Hansen Dam Skate Park IS/MND and Environmental Assessment I Los Angeles CA Sheldon Skate Plaza IS/MND I Los Angeles CA
Lake Machado Operation and Long -Term Maintenance Plan I Los Angeles CA Point Fermin and Battery Osgood Historic Evaluation I Los Angeles CA Exposition Park Rose Garden Historic Evaluation I Los Angeles CA Scripps Mesa Joint Occupancy Project EIR I San Diego CA Kern County Solar Projects, Multiple EIRs I Kern County CA Santa Barbara Courthouse I Santa Barbara CA
SCHOOLS
»
»
»
Scripps Mesa Joint Occupancy Project EIR I San Diego CA Innovations Academy New Site Acquisition IS/Exemption I San Diego CA Sequoia Elementary School Joint -Use Field Project IS/Exemption I San Diego CA Pacific Beach Elementary Joint -Use Field Project IS/Exemption I San Diego CA La Jolla High School Whole Site Modernization IS/Exemption I San Diego CA Muir at Anderson School Whole Site Modernization IS/MND I San Diego CA Montgomery Middle School Whole Site Modernization IS/MND I San Diego CA Franklin Elementary School Whole Site Modernization IS/MND I San Diego CA Marston Middle School Whole Site Modernization IS/MND I San Diego CA AWARDS
» 2018 Environmental Planning Award, APA I Arroyo Seco Music and Arts Festival EIR » 2017 Merit Award, Outstanding Environmental Analysis Document, AEP I Arroyo Seco Music and Arts Festival EIR
» 2016 Merit Award, Outstanding Environmental Analysis Document, AEP I Topock Compressor Station Soil Investigation EIR
PROFESSIONAL ACTIVITIES
» Panelist, AEP Annual Conference 2021, "Subsequent Environmental Review Amidst a Sea of Evolving CEOA Law and Regulations"
» Instructor, 2017 AEP CEQA Essentials Workshop, Inland Empire Chapter » Chair, AEP Awards Committee, San Diego Chapter 12007-2009
KEY PERSONNEL RESUME
EDUCATION
B.S., Civil Engineering;
California Polytechnic
University, Pomona
REGISTRATION
Professional Civil Engineer
CA No. 42393
QUALIFICATIONS
Qualified SWPPP
Developer (QSD) &
Practitioner (QSP) CA,
No. 20900
Envision Sustainability
Professional (ENV SP)
TOTAL YEARS
EXPERIENCE
38 years, 4 yrs with BKF
BRUCE KIRBY, PE, QSD/QSP
SENIOR CIVIL PROJECT MANAGER
Bruce has been involved in land development site engineering and is a professional engineer that has directed the design of many recreational, institutional, educational, retail, commercial, industrial, and residential projects throughout southern California. These projects have included providing such services as preliminary engineering and backbone engineering design for the grading, roadway, storm drain, sewer and water infrastructure required for several large master -planned community projects.
SELECT PROJECT EXPERIENCE
Irvine Sweet Shade Park Project, Irvine, CA
- Provided City with civil engineering and land surveying services regarding new playground areas and ADA upgrades to the Sweet Shade Neighborhood Park
- Topographic basemap was developed using conventional survey methods and then supplementing the base with data from the as -built plans to show the existing drainage system
- Efforts included an ADA field analysis to identify areas of the ADA Path of Travel (POT) that are non -compliant and will need to be modified to meet current ADA criteria
Heritage Park Master Plan, Irvine, CA
- Providing civil engineering design services amd land surveying services to develop a Master Plan on this 37 -acre multi -use park
- Topographic base mapping to define project limits and descriptions of existing features
Due diligence package based upon project research to obtain as -built data - Review of site infrastructure to list and define concerns, impacts, and opportunities
- Once the community outreach is completed with the Childcare Committee and Children, Youth and Families Advisory Committee, Irvine Sports Committee, and Green Ribbon Environmental Committee, then a new Park Master Plan will be developed
Irvine Hicks Canyon Park, Improvement Planning, Irvine, CA - Responsible for providing civil engineering design services for improvements within the approximately 16.7 -acre Park located at 3864 Viewpark Avenue
- Proposed project included civil design of the following elements: access to two newly lighted permanent batting cages with concrete pad for storage, upgraded ADA pathways to four new fenced bull pens with pitchers' mounds; two new scorer's tables with shade (one per field) - Grading and drainage design for the renovation of the existing playground and the two soccer fields with natural turf; and one outdoor fitness course
ADDITIONAL PROJECT EXPERIENCE
- City of Norco, Silverlakes Sports Park
- City of Bakersfield, Dr. Martin Luther King, Jr. Park - City of Laguna Niguel, Laguna Niguel Regional Park
- City of Lindsey,Olive Bowl/ Kaku Park
- City of Templeton, Evers Sports Park
City of Beaumont
Stewart Park Improvement Project
BKF ENGINEERS
KEY PERSONNEL RESUME
EDUCATION
Surveying, Diablo Valley
College, Pleasant HiII, CA
REGISTRATION
Professional Land
Surveyor, CA No. 6868
AFFILIATIONS
California Land Surveyors
Association.
Member since 1991.
TOTAL YEARS
EXPERIENCE
38 years, 31 with BKF
DAVIS THRESH, PLS
SURVEY PROJECT MANAGER
Davis is a Survey Principal, overseeing BKF's survey group. His survey experience spans over 38 years. Davis has been the lead surveyor on numerous projects involving districts, cities, counties, and other local municipalities in California.
He is responsible for management of all phases of land surveying including construction, both aerial and conventional topographic and planimetric surveys, boundary analysis and resolutions, right of way engineering, as - built surveys, digital terrain modeling, directing field and office survey efforts, contract document preparation, cost estimation, and contract administration.
SELECT PROJECT EXPERIENCE
Irvine Sweet Shade Park Project, Irvine, CA
- Provided City with civil engineering and land surveying services regarding new playground areas and ADA upgrades to the Sweet Shade Neighborhood Park
- Topographic basemap was developed using conventional survey methods and then supplementing the base with data from the as -built plans to show the existing drainage system
Efforts included an ADA field analysis to identify areas of the ADA Path of Travel (POT) that are non -compliant and will need to be modified to meet current ADA criteria
Heritage Park Master Plan, Irvine, CA
- Providing civil engineering design services amd land surveying services to develop a Master Plan on this 37 -acre mufti -use park
- Topographic base mapping to define project limits and descriptions of existing features
- Due diligence package based upon project research to obtain as -built data Review of site infrastructure to list and define concerns, impacts, and opportunities
- Once the community outreach is completed with the Childcare Committee and Children, Youth and Families Advisory Committee, Irvine Sports Committee, and Green Ribbon Environmental Committee, then a new Park Master Plan will be developed
Irvine Hicks Canyon Park, Improvement Planning, Irvine, CA - Responsible for providing civil engineering design and land surveying services for improvements within the approximately 16.7 -acre Park located at 3864 Viewpark Avenue
- Proposed project included civil design of the following elements: access to two newly lighted permanent batting cages with concrete pad for storage, upgraded ADA pathways to four new fenced bull pens with pitchers' mounds; two new scorer's tables with shade (one per field) - Grading and drainage design for the renovation of the existing playground and the two soccer fields with natural turf; and one outdoor fitness course
ADDITIONAL PROJECT EXPERIENCE
- City of Dana Point, Capistrano Beach Park
- City of Baldwin Park, Baldwin Park, Phase 3
- City of Irvine, Plaza Park Renovation
City of Beaumont
Stewart Park Improvement Project BKF ENGINEERS olea
PP
PACE key
tBRI'1Z MEMBERS
MS International Constructicun Management,
Nanyang Technological University,
Singapore, 2000
BS Mechanical Engineering, Harbin Institute of
Technology China, 1983
YEARS OF EXPERIENCE
32+Years
Joined PACE in 2000
Professional Engineer - CA 2005 / 69315
ZIRANG SONG, PE VICE PRESIDENT, RECREATIONAL WATER DIVISION Zirang Song has civil design/engineering experience spanning back to 1990. From concept to final design and specifications, his areas of expertise include all areas of water infrastructure including water feature/splash pad design, swimming pool filtration system design, lake system design, water storage, pump station design, water conveyance, and construction management. He has specific water feature expertise in concept design, site grading, mechanical engineering design of aquatic facilities, electronic controls, telemetry, advanced disinfection systems and hydraulics. Other responsibilities include construction support and coordination. He also has extensive experience on aquatic facility renovations and regularly coordinates with a number of disciplines to integrate a wide range of design elements including structural, electrical, geotechnical, landscape architecture, and architecture. His background also includes large-scale public works water and sewer infrastructure, making him well -versed in the full spectrum of water engineering. Mr. Song is the Vice President, Recreational Water Division and oversees all of the company's recreational water projects ensuring timeliness and high -quality design products.
select relevant aquatic facility experience
♦ Heritage Park Interactive Water Play Area - Irvine, CA ♦ Terranea Resort Splash Pad, Pools, and Spas - Rancho Palos Verdes, CA ♦ Sheraton Wild Horse Pass Water Features, Pools, and Spas - Chandler, AZ ♦ Pelican Hill Recreation Center Pools and Spas - Newport Coast, CA • Canyon Club at Crystal Cove Pools and Spa - Newport Beach, CA ♦ Westin Monache Pool and Spas — Mammoth Lakes, CA
♦ Westin Riverfront Pool and Spas — Avon, CO
♦ Ritz -Carlton, Lake Tahoe — Truckee, CA
♦ Grand Residence Marriott Pool and Spa - Keystone, CO
♦ SilverRock Ranch Resort Water Features - La Quinta, CA ♦ Cypress Village Pools and Spa — Irvine, CA
♦ Stonegate Park Pools and Spa - Irvine, CA
terran ea
resort
RANCHO PALOS VERDES, CA
SPLASH PADS & INTERACTIVE FOUNTAINS QUALIFICATIONS 15
PACE
•
rltathemalk31 Realryyrrinasir,ni Junior College,
Sweden 0963)
B.S./Civil Engineering/ Technical C.allege of Orebro,
Sweden (1966)
Graduate Studies in Economics & Marketing/
University of Kentucky Louisville (1968/69)
Diploma in Advanced Concrete Construction/
University of Technology, Stockholm, Sweden (1970)
YEARS OF EXPERIENCE
42+Years
Created PACE in 1984
Created Pacific Aquascape in 1974
Created PERC Water in 1998
Professional Engineer/AZ -1974 / 9376
Professional Engineer / CA -1975 / 24489
Professional Engineer / CO -1985 / 23444
Professional Engineer / NV -1985 / 7029
BINH LE, EIT DESIGN ENGINEER
JOHAN A. PERSLOW, PE FOUNDER
Johan Perslow is a leading engineer in the water resources industry, businessman, and inventor. In 30 years Mr. Perslow has started up and established three successful water resource companies - PACE, PERC, and Pacific Aquascape. Clients look to PACE and Mr.
Perslow to develop and implement concepts which are extremely creative and valuable, and they have a reputation in the market for delivering superior solutions to complex challenges. Mr. Perslow has been the principal designer, consultant, and construction manager for more than 800 state-of-the-art water -resource projects including wildly creative and appealing recreational water systems, recycled water systems, natural - based stormwater management and flood control systems, lake and pumping systems, irrigation -optimization systems, and tertiary water reclamation facilities. He has also been involved with the structural design of numerous interstate highway bridges and other complex structures such as a replacement design proposal for the World Trade Center in New York City. As PACE's Senior Consultant, Principal, and Founder, Mr. Perslow has been at the cutting edge of developing and applying new technology to solve unique water resource challenges.
select relevant aquatic facility experience
✓ Sheraton Wild Horse Pass Resort River Water Features & Pool - Chandler, AZ Infinity Wave Pool Technology Development - Worldwide
Waveyard Surf Wave Pool Technology Development - Worldwide + Hilton Waikoloa Village Swim Lagoon, Pools & Water Features - Waikoloa, Hawaii • Crystal Lagoon at the San Alfonso del Mar Resort - Algarrobo, Chile dr Confederation Park Wild Waterworks Action River - Ontario, Canada A Westin Mission Hills Resort Water Attractions - Rancho Mirage, CA A DancingGreen Resort Water Attractions and Water Infrastructure - Tula Oblast, Russia Binh Le has civil engineering experience spanning back to 2014. His hands-on experience includes interactive water features, entry features, fountains, pools, and spas.
In addition to designing complex water feature systems, Mr. Le provides coordination on all levels of plan set development including coordination with Architecture, MEP, Landscape Architecture, Structural Engineering, Geotechnical Engineering and other disciplines. He also provides technical memos, design memos, construction documents, and detailed technical specifications for all water feature projects. select relevant aquatic facility experience
4 Ivy Station Aquatic Facilities - Culver City, CA
6 Gresham Children's Fountain - Gresham, OR
6 Disney California Adventure World of Color Interactive Fountain - Anaheim, CA �r New Century Plaza - Century City, CA
One Beverly Hills - Beverly Hills, CA
A Four Season Resort and Residences Napa Valley - Calistoga, CA 6 Rolling Hills Club House - Rancho Palos Verdes, CA
6 Parcel L2 Hotel - Washington DC
6 Moffett Gateway Hotel — Mountain View, CA
6 Irvine Company Orchard Hill Park 1 - Cresta Vista — Irvine, CA Irvine Company Orchard Hill Park 2 - Terrace View — Irvine, CA Bachelor of Science - Civil Engineer
California State University, Fullerton
YEARS OF EXPERIENCE
8+Years
Joined PACE in 2014
REGISTRATIONS
EIT
SPLASH PADS & INTERACTIVE FOUNTAINS QUALIFICATIONS 16
PACE
PACE key
team MEMBERS
MS International Construction Managernent,
Na nyang Technological University,
Singapore, 2000
BS Mechanical Engineering, Harbin Institute of
Technology China, 1983
YEARS OF EXPERIENCE
32+ Years
Joined PACE in 2000
Professional Engineer - CA 2005 / 69315
ZIRANG SONG, PE VICE PRESIDENT, RECREATIONAL WATER DIVISION Zirang Song has civil design/engineering experience spanning back to 1990. From concept to final design and specifications, his areas of expertise include all areas of water infrastructure including water feature/splash pad design, swimming pool filtration system design, lake system design, water storage, pump station design, water conveyance, and construction management. He has specific water feature expertise in concept design, site grading, mechanical engineering design of aquatic facilities, electronic controls, telemetry, advanced disinfection systems and hydraulics. Other responsibilities include construction support and coordination. He also has extensive experience on aquatic facility renovations and regularly coordinates with a number of disciplines to integrate a wide range of design elements including structural, electrical, geotechnical, landscape architecture, and architecture. His background also includes large-scale public works water and sewer infrastructure, making him well -versed in the full spectrum of water engineering. Mr. Song is the Vice President, Recreational Water Division and oversees all of the company's recreational water projects ensuring timeliness and high -quality design products.
select relevant aquatic facility experience
♦ Heritage Park Interactive Water Play Area- Irvine, CA ♦ Terranea Resort Splash Pad, Pools, and Spas - Rancho Palos Verdes, CA ♦ Sheraton Wild Horse Pass Water Features, Pools, and Spas - Chandler, AZ ♦ Pelican Hill Recreation Center Pools and Spas - Newport Coast, CA ♦ Canyon Club at Crystal Cove Pools and Spa- Newport Beach, CA ♦ Westin Monache Pool and Spas - Mammoth Lakes, CA
♦ Westin Riverfront Pool and Spas - Avon, CO
♦ Ritz -Carlton, Lake Tahoe - Truckee, CA
♦ Grand Residence Marriott Pool and Spa - Keystone, CO
♦ SilverRock Ranch Resort Water Features - La Quinta, CA ♦ Cypress Village Pools and Spa - Irvine, CA
♦ Stonegate Park Pools and Spa - Irvine, CA
SPLASH PADS & INTERACTIVE FOUNTAINS QUALIFICATIONS 15
PACE
totiL iloU!l
Mathematics / Rea►gmannasium Junior College,
Sweden (1961)
B.S./Civil Engineering/ Tecnrucal College of Orebro,
Sweden (1966)
Graduate Studies in Economics & Marketing/
University of Kentucky Louisville (1968/69)
Diploma in Advanced Concrete Construction/
University ofTechnology, Stockholm, Sweden (1970)
YEARS OF EXPERIENCE
42+Years
Created PACE in 1984
Created Pacific Aquascape in 1974
Created PERC Water in 1998
Professional Engineer / AZ -1974 / 9376
Professional Engineer / CA -1975 / 24489
Professional Engineer /CO -1985 / 23444
Professional Engineer / NV -1985 / 7029
BINH LE, EIT DESIGN ENGINEER
JOHAN A. PERSLOW, PE FOUNDER
Johan Perslow is a leading engineer in the water resources industry, businessman, and inventor. In 30 years Mr. Perslow has started up and established three successful water resource companies - PACE, PERC, and Pacific Aquascape. Clients look to PACE and Mr.
Perslow to develop and implement concepts which are extremely creative and valuable, and they have a reputation in the market for delivering superior solutions to complex challenges. Mr. Perslow has been the principal designer, consultant, and construction manager for more than 800 state-of-the-art water -resource projects including wildly creative and appealing recreational water systems, recycled water systems, natural - based stormwater management and flood control systems, lake and pumping systems, irrigation -optimization systems, and tertiary water reclamation facilities. He has also been involved with the structural design of numerous interstate highway bridges and other complex structures such as a replacement design proposal for the World Trade Center in New York City. As PACE's Senior Consultant, Principal, and Founder, Mr. Perslow has been at the cutting edge of developing and applying new technology to solve unique water resource challenges.
select relevant aquatic facility experience
♦ Sheraton Wild Horse Pass Resort River Water Features & Pool - Chandler, AZ A Infinity Wave Pool Technology Development - Worldwide Waveyard Surf Wave Pool Technology Development - Worldwide • Hilton Waikoloa Village Swim Lagoon, Pools & Water Features - Waikoloa, Hawaii A Crystal Lagoon at the San Alfonso del Mar Resort - Algarrobo, Chile Confederation Park Wild Waterworks Action River - Ontario, Canada Iii Westin Mission Hills Resort Water Attractions - Rancho Mirage, CA • DancingGreen Resort Water Attractions and Water Infrastructure - Tula Oblast, Russia Binh Le has civil engineering experience spanning back to 2014. His hands-on experience includes interactive water features, entry features, fountains, pools, and spas.
In addition to designing complex water feature systems, Mr. Le provides coordination on all levels of plan set development including coordination with Architecture, MEP, Landscape Architecture, Structural Engineering, Geotechnical Engineering and other disciplines. He also provides technical memos, design memos, construction documents, and detailed technical specifications for all water feature projects. select relevant aquatic facility experience
♦ Ivy Station Aquatic Facilities - Culver City, CA
♦ Gresham Children's Fountain - Gresham, OR
A Disney California Adventure World of Color Interactive Fountain - Anaheim, CA 6 New Century Plaza - Century City, CA
♦ One Beverly Hills - Beverly Hills, CA
♦ Four Season Resort and Residences Napa Valley - Calistoga, CA ♦ Rolling Hills Club House - Rancho Palos Verdes, CA
A Parcel L2 Hotel - Washington DC
▪ Moffett Gateway Hotel — Mountain View, CA
Irvine Company Orchard Hill Park 1 - Cresta Vista — Irvine, CA A Irvine Company Orchard Hill Park 2 - Terrace View — Irvine, CA Bachelor of Silence - Civil Engineer
California State University, Fullerton
YEARS OF EXPERIENCE
8+ Years
Joined PACE in 2014
REGISTRATIONS
EIT
SPLASH PADS & INTERACTIVE FOUNTAINS QUALIFICATIONS 16
PACE
Michael Puff, PG, CEG
Principal Geologist
EDUCATION
B.S., Geology, 1997, California State
University, Fullerton
Applied Rock Slope Engineering Short
Course, 2006, Association of Engineering
Geologists, Califomia
REGISTRATIONS/
CERTIFICATIONS
PG 7581 (California)
CEG 2341 (California)
Radiological Safety and Gauge Use
Certification, 1997
PROFESSIONAL
AFFILIATIONS
South Coast Geological Society
Mr. Putt is a Principal Geologist with Ninyo & Moore and has extensive experience in providing engineering geology consultation in Southem California. Mr. Putt has extensive experience on a variety of project types, including highways, bridges, bore and jack tunneled undercrossings, hillside and flat -land mass grading projects for residential, commercial, and industrial developments, pipelines, and forensic investigations. Mr. Putt performs project administration and management, prepares and reviews geologic and geotechnical reports and provides third party review services for geotechnical reports. He conducts geologic and geotechnical field evaluations, including detailed logging of large- and small -diameter borings and trenches, and geologic evaluation/mapping. Projects have included fault hazard evaluations, landslide studies, slope stability analysis, seismic refraction studies, geologic reconnaissance studies, forensic evaluations, and construction and inspection services.
EXPERIENCE
27 -Acre Park. Project, Wildomar, California: As a Principal Geologist, Mr.
Putt performed a geotechnical evaluation for the proposed 27 -Acre Park located to the north-west of the intersection of La Estrella Street and Porras Road in Wildomar, California. The park site consists of undeveloped hillside terrain. The new park will consist of a Natural Park Area and an Active Park Area. Services included review of regional geologic data and historical aerial photographs, photograph-ic documentation and detailed geologic mapping to document surficial geology and the geologic structure of bedrock exposures, drilling of nine exploratory borings, infiltration testing, laboratory testing, and preparation of a geotechnical evaluation report.
Elysian Valley Gateway Park Project located on Knox Avenue in Los Angeles, California. As Principal Geologist, Mr. Putt provided geotechnical consulting services for the Park Project. This park redevelopment project involved the design of a new view deck surfaced with decomposed granite, dual-purpose retaining walls/seat walls along the Los Angeles River Path, new concrete and decomposed granite walking paths, fitness and bike repairstations, picnic areas, a play structure and interpretive signage. Services included review of background geotechnical data and conceptual improvement plans, coordination with Underground Service Alert for utility markout and acquisition of boring permits from the County of Los Angeles, subsurface exploration and performing percolation testing, la-boratory testing, and engineering analysis, which included evaluating the potential for liquefaction at the site.
Helen Keller Community Park Community Building Project, Los Angeles, California: Serving as Principal Geologist providing geotechnical consulting services and oversight for the construction of a new 4,700 square feet, community building located in Los Angeles.. Site improvements include a new reinforced masonry site wall, new underground utility pipelines, concrete walkways, curb and gutters, as well as new asphalt concrete paving. Earthwork for the project included overexcavation and recompaction below the new building and site wall, as well as the exterior concrete and paving areas in order to remove and replace the undocumented fill soils that exist below the ground surface.
Michael Putt, PG, CEG, Principal Geologist l Ninyo & Moore I daagecal 136117rdate222inces Consultants 1 Michael Puff
Principal Geologist
River Wildnerness Park, Azusa, California: Mr. Putt performed a geotechnical evaluation for the proposed River Wildemess Park project located on Old San Gabriel Canyon Road in Azusa, California. The River Wilderness Park project included the construction of a concession building, a pavilion, restroom, a river overlook, a children's play area, and walking paths, as well as the construction of an overnight camping area southwest of Old San Gabriel Canyon Road.
California California Department of Corrections and Rehabilitation 50 Bed Mental Health Crisis Facility, Chino, California:
Principal Geologist providing geotechnical consulting services for the Califomia Department of Corrections and Rehabilitation 50 Bed Mental Health Crisis Facility project located at the Califomia Institute for Men in Chino, California. The project involves the design and construction of a new two-story, 47,550 square -foot building, paved walkways, and paved parking lots. The new Mental Health Crisis building will accommodate housing, administration, treatment, and custody services that will be needed to support 50 inmates/patients. Services included attendance at a project kickoff teleconference meeting, preparation and submittal of a project work plan and schedule, project coordination, background review, acquisition of security clearances for project personnel, a site reconnaissance meeting and markout of boring locations, subsurface evaluation, laboratory testing of collected soil samples, compilation and analysis of the collected data, and preparation of a geotechnical evaluation report.
Univiersity of California Irvine, Business Unit 2 Building, Irvine, California: Principal Geologist retained for a preliminary geotechnical evaluation for the University of Califomia, Irvine, School of Business, Unit 2 Building project located in Irvine, California. The project involved construction of a new five -level building, with the first level being partially below grade. Services included review of available geologic maps, published literature, aerial imagery, and in-house information; review of seismic data, including fault hazard maps, seismic hazards maps, and other readily available data regarding geologic and seismic hazards within the project area; performance of a geotechnical site reconnaissance to observe the general surface conditions on site, and coordinate with Underground Service Alert for underground utility clearance; performance of a subsurface exploration consisting of the drilling, logging, and sampling of seven hollow -stem auger borings; performance of laboratory testing of selected soil samples to evaluate in -situ moisture and dry density, sieve analysis, expansion index, Atterberg limits, direct shear strength and corrosivity; and preparation of a geotechnical data report pre-senting a summary of geologic hazards, our boring logs, and laboratory test data.
Camp Kilpatrick Replacement Project, Malibu, California: Principal Geologist retained during construction of the Camp Kilpatrick Replacement project located in Malibu, California. The design/build project consisted of construction of a new youth camp that included construction of four new cottages totaling approximately 26,700 square feet, an approximately 7,950 -square -foot Support Center building, an approximately 4,000 -square -foot maintenance/warehouse building, and an approximately 3,700 -square -foot gymnasium/chapel building. The new structures and a new 108 -space parking lot were to be constructed within the area of the demolished buildings and the center open space area between the buildings. Geotechnical services included evaluating the soil and geologic conditions of the site in order to develop geotechnical recommendations for design and construction of the project, as well as percolation testing to evaluate the subsurface suitability of the site for stormwater infiltration. The purpose of our environmental services was to perform a Phase I Environmental Site Assessment (ESA) to evaluate potential environmental concems from the past site uses. The Phase I ESA was performed in accordance with the ASTM Intemational (ASTM), Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process Designation E 1527-05 and Practices for All Appropriate Inquiries (AAI) as set forth in the Code of Federal Regulations (CFR), Title 40, Part 312. The Phase I ESA also included a summary of historical environmental contamination, and regulatory agencies database records. A number of these sites had recognized environmental conditions (RECs).
Michael Putt, PG, CEG, Principal Geologist I Ninyo & Moore I PGganit:rWAvhdn ences Consultants 2 Project Role I
Principal Electrical
Engineer
FD B S
ENGINEERS
Education I
B.S., Electrical
Engineering
University of California,
Irvine, California
Licenses I
Registered Electrical
Engineer in California
#E-17249
Registered
Communication
Distribution Designer
(RCDD)
LEED AP
Years of
Experience I
23 MECHANICAL ELECTRICAL PLUMBING I CONSULTING ENGINEERS
KUNAL SHAH, PE, RCDD, LEED AP
Principal I Electrical Engineer
Background:
Kunal Shah has over 23 years of electrical engineering experience for government, commercial, aviation, healthcare, and higher educational facilities, which include major State and Federal funded modernization projects. His responsibilities include construction cost estimating, specification writing, construction administration, bidding and negotiation and all aspects of electrical engineering and design.
Kunal has designed power, lighting, and signal systems for various large-scale facilities and campuses. This includes large airports, hospitals, universities, performance venues, and retail malls.
Kunal is experienced in designing several types of projects from renovations to new construction allows him to bring different perspectives and solutions to every project he engages. Further, Mr. Shah has experience in multiple delivery methods for projects, including design build, CMAR, and Lean Project Delivery.
Project Experience:
Abalone Cove Shoreline Park, Rancho Palos Verdes, California Parking Lot and Restroom Building Renovation
PBS provided design of the Electrical systems for the renovation of the existing Parking Lot and Restroom Building, located at the Abalone Cove Shoreline Park in Rancho Palos Verdes, California. The scope of work included providing electrical power for the parking lot gate control, pay station money, credit card and ticket receiver station. Also provided electrical system for the restroom renovation.
City of Santa Ana - Santa Ana Regional Transportation Center, Santa Ana, California New Bike Station
PBS provided MEP engineering design services for this new bicycle center including indoor bicycle storage, lockers, restrooms with showers, a storage room and a community bicycle workshop.
Los Angeles County Belvedere Park Gymnasium, Los Angeles, California Electrical Grounding System
PBS provided electrical engineering design for rerouting of existing failed 40 amp panel sub -feed with new 40 amp conduit/wire sub -feed.
City of Long Beach - Wardlow Park, Long Beach, California Restroom Renovation
PBS provided MEP Engineering Design Services for the modernization/upgrade of the existing men's/women's park restrooms. The design included new ventilation, plumbing fixtures and LED lighting.
University of California Riverside, Riverside, California Track and Field Renovation
Provided Electrical engineering services including production of construction documents based on the bridging documents. This included infrastructure and provisions for the underground conduit system and stub -outs for the future data systems, press box and elevator.
Riverside County Office of Education, California
ADA Compliance for Restroom Remodel
PBS Engineers provided mechanical, electrical and plumbing engineering service to upgrade one (1) unisex restroom to meet ADA requirements.
Glendora I Houston I Los Angeles I San Diego
2100 East Route 66, Suite 210 Glendora, CA 91740 I T 626.650.0350 F 626.650.0352 www.pbsengineers.com
P' B
ENGINEERS
MECHANICAL ELECTRICAL PLUMBING I CONSULTING ENGINEERS
TARIQ HASSAN, PE
Associate Principal I Mechanical Engineer
Project Role I
Principal Mechanical
Engineer
Education I
B.S., Mechanical
Engineering
California State
Polytechnic University
Pomona, California
Licenses
Registered Mechanical
Engineer in California
#33827
Exp: 6-30-2021
Years of
Experience
24 Background:
Tariq Hassan has more than 24 years of experience of engineering and design for various Mechanical systems, such as HVAC, laboratory and kitchen hood exhaust and ventilation, vehicle garage ventilation, dust collection systems, central plant systems, etc. He has designed these types of mechanical systems for numerous new and existing facilities such as commercial, educational, healthcare, industrial and military facilities, including entertainment centers, computer and data rooms, civil centers, institutional facilities and cogeneration plants.
Tariq has worked as a designer, HVAC engineer, project engineer and project manager during his engineering experience. His primary duties include the design of HVAC, preparation of specifications and cost estimates, performance of mechanical peer review, attendance at project meetings and project coordination.
Additional responsibilities for Tariq consist of initial design development, field investigations, heating and cooling load calculations, preparation of California Administrative Code Title 24 energy compliance documents, specifications, and review of shop drawings and construction project coordination. He is also well - versed in feasibility and comparative energy utilization studies and energy conservation projects such as chilled water, cogeneration and energy audits. He has experience in the field of HVAC and EMS control systems.
Over the years, Tariq has worked for many public agencies within Southern California. His experience lies with the design of various facilities, where the projects are required to be reviewed and approved by various agencies.
Project Experience:
City of Long Beach, Long Beach, California
Colorado Lagoon, Lagoon Playground
PBS designed air distribution system for new Day Care space. (Heat Only). Design exhaust air system for toilet room and designed waste, vent and water plumbing systems for restroom areas, drinking fountain, and sink.
Riverside County Office of Education, California
ADA Compliance for Restroom Remodel
PBS Engineers provided mechanical, electrical and plumbing engineering service to upgrade one (1) unisex restroom to meet ADA requirements.
City of Long Beach - Wardlow Park, Long Beach, California Restroom Renovation
PBS provided MEP Engineering Design Services for the modernization/upgrade of the existing men's/women's park restrooms. The design included new ventilation, plumbing fixtures and LED lighting.
City of Santa Ana - Santa Ana Regional Transportation Center, Santa Ana, California
New Bike Station
PBS provided MEP engineering design services for this new bicycle center including indoor bicycle storage, lockers, restrooms with showers, a storage room and a community bicycle workshop.
Glendora I Houston I Los Angeles I San Diego
2100 East Route 66, Suite 210 Glendora, CA 91740 I T 626.650.0350 F 626.650.0352 www.pbsengineers.com
13 PBS
Project Role'
Project Manager
ENGINEERS
MECHANICAL ELECTRICAL PLUMBING I CONSULTING ENGINEERS
Louis (Lou) Perez
Associate Principal I Senior Electrical Project Engineer Education I
Los Angeles City College
Los Angeles Trade Tech
Mount San Antonio
Community College
Years of Experience I
35+
Background
Lou Perez has over 35 years of diversified experience as an electrical Project Engineer and Project Manager. Hi experience includes the development and design of lighting and power distribution, Title -24 requirements, fire alarm systems, data networking systems, Audio/Video systems, intercom systems and intrusion alarm systems related to educational, institutional, aviation, amusement parks, shopping centers, military, government, health care, commercial facilities and places of worship. His responsibilities include all aspects of electrical design and supervision, as well as many aspects of electrical engineering and construction coordination.
Lou has extensive experience in feasibility studies and utility master planning studies, as well as systems such as communications and signaling, fire alarm and detection, interior and exterior lighting design and low voltage power distribution. He has designed electrical systems for data centers, Information Technology (IT) for high schools, middle schools and elementary schools. In addition, he is fluent working with all local governing agencies, including the Division of State Architect (DA) planning and local City plan checkers. He communicates with them throughout the development of the contract documents, submission for review and during construction administration, meeting all their requirements.
Project Experience:
Abalone Cove Shoreline Park, Rancho Palos Verdes, California Parking Lot and Restroom Building Renovation
PBS provided design of the Electrical systems for the renovation of the existing Parking Lot and Restroom Building, located at the Abalone Cove Shoreline Park in Rancho Palos Verdes, California. The scope of work included providing electrical power for the parking lot gate control, pay station money, credit card and ticket receiver station. Also provided electrical system for the restroom renovation.
City of Long Beach - Wardlow Park, Long Beach, California Restroom Renovation
PBS provided MEP Engineering Design Services for the modernization/upgrade of the existing men's/women's park restrooms. The design included new ventilation, plumbing fixtures and LED lighting.
University of California Riverside, Riverside, California Track and Field Renovation
Provided Electrical engineering services including production of construction documents based on the bridging documents. This included infrastructure and provisions for the underground conduit system and stub -outs for the future data systems, press box and elevator.
Los Angeles CountyBelvedere Park Gymnasium, Los Angeles, California Electrical Grounding System
PBS provided electrical engineering design for rerouting of existing failed 40 amp panel sub -feed with new 40 amp conduit/wire sub -feed.
Riverside County Office of Education, California
ADA Compliance for Restroom Remodel
PBS Engineers provided mechanical, electrical and plumbing engineering service to upgrade one (1) unisex restroom to meet ADA requirements.
Glendora I Houston I Los Angeles I San Diego
2100 East Route 66, Suite 210 Glendora, CA 91740 I T 626.650.0350 F 626.650.0352 www.pbsengineers.com
to
P B S
ENGINEERS
MECHANICAL ELECTRICAL PLUMBING I CONSULTING ENGINEERS
Gregory Morrison
Senior Electrical Design Engineer
Project Role I
Senior Electrical Designer
Education I
B.Sc. Electrical Engineering
B.A. Economics California
State University
Los Angeles, California
Affiliations I
Institute of Electrical &
Electronics Engineers
(IEEE)
BICSI
United States Green
Building Council (USGBC)
Years of Experience I
38 Background
Mr. Morrison has over 38 years of broad base experience in electrical engineering design. He has had extensive involvement in the analysis, development, and design of numerous electrical systems for government facilities, aerospace, educational (K-12 and higher education), light industrial, retail, military, commercial, healthcare and pharmaceutical laboratories. His responsibilities include existing conditions assessment, evaluation reporting, specification writing, construction observation, construction administration, code compliance review and all aspects of electrical engineering and design.
Mr. Morrison's experience includes design of communication systems, such as audio/video conferencing, intercom, clock, cell sites, wireless, closed-circuit television, security/intrusion, public address, mass notification, fire alarm (manual and automatic), nurse call/code blue, patient tracking, school communications (education technology) and other signal communication systems.
Mr. Morrison has also designed technology systems, horizontal and vertical distribution which includes mission -critical data centers, voice data distribution systems incorporating fiber optic outside plant distribution, vertical data networking with Category 6 copper workstations and telephone systems using both, on -site PBX and Voice -Over IP. These systems have been incorporated into many projects along with the provision for active system components for local area networking. Mr.
Morrison remains current with the latest Cad technologies including AutoCAD MEP and Autodesk including all aspects of Building Information.
Protect Experience:
University of California Riverside, Riverside, California Track and Field Renovation
Provided Electrical engineering services including production of construction documents based on the bridging documents. This included infrastructure and provisions for the underground conduit system and stub -outs for the future data systems, press box and elevator.
Abalone Cove Shoreline Park, Rancho Palos Verdes, California Parking Lot and Restroom Building Renovation
PBS provided design of the Electrical systems for the renovation of the existing Parking Lot and Restroom Building. The scope of work included providing electrical power for the parking lot gate control, pay station money, credit card and ticket receiver station. Also provided electrical system for the restroom renovation.
City of Long Beach - Wardlow Park, Long Beach, California Restroom Renovation
PBS provided MEP Engineering Design Services for the modernization/upgrade of the existing men's/women's park restrooms. The design included new ventilation, plumbing fixtures and LED lighting.
Los Angeles County Belvedere Park Gymnasium, Los Angeles, California Electrical Grounding System
PBS provided electrical engineering design for rerouting of existing failed 40 amp panel sub -feed with new 40 amp conduit/wire sub -feed.
Glendora I Houston I Los Angeles I San Diego
2100 East Route 66, Suite 210 Glendora, CA 91740 I T 626.650.0350 F 626.650.0352 www.pbsengineers.com
PBS
ENGINEERS
Ronald (Ron) Martinez
Associate I BIM I Job Captain
Project Role I
CADD/Revit/Drafting
Education I
Associates of Science
Degree
Computer Aided Drafting &
Design (CADD)
ITT Technical Institute 1993
Auto Desk Revit Project
Implementation and
Advanced Training Course -
2007
Years of Experience I
24 MECHANICAL ELECTRICAL PLUMBING I CONSULTING ENGINEERS Background
Ron Martinez, a jack of all trades, is responsible for all production management at PBS Engineers. An invaluable part of the PBS team, Ron utilizes over seventeen years of experience managing AutoCAD standard and production as well as quality control of all CADD drawings.
In addition to leading the CADD Department, he is also job captain for key projects, and manages every facet of the project from beginning to end. His expertise also extends into Revit MEP Suite and BIM technology, enabling PBS to be a frontrunner in the utilization of cutting -edge graphic standards.
In addition to his expertise in CADD and Revit, Ron is also an accomplished Electrical Design Engineer with experience in K-12 and high education projects, as well as commercial, aviation, healthcare and municipal projects.
His experience includes communications and signaling systems; protective fire alarm and detection systems, security systems, building automation, fiber optics transmission system, closed circuit television, multiplex transmission, interior/exterior lighting design and low voltage power distribution systems.
Glendora I Houston I Los Angeles I San Diego
2100 East Route 66, Suite 210 Glendora, CA 91740 I T 626.650.0350 F 626.650.0352 www.pbsengineers.com
CI�
Project Role I
Clerical
PBS
ENGINEERS
MECHANICAL ELECTRICAL PLUMBING I CONSULTING ENGINEERS
Stella Diaz
Document Control l Administration
Education I
Skadron College of
Business
San Bernardino, California
Years of Experience I
35 Background
Stella Diaz has over 35 years' experience in extensive document control, e.g., preparation of CDBG grants, preparation of resolutions and ordinances, preparation of contracts, preparation of Design Review Committee, Planning Commission and Historic and Scenic Preservation Committee information and legal notices, etc.
Stella has provided document control, both legal and administrative, which involved a high level of security and confidentiality, for the City of Colton and San Bernardino County Sheriff's Department.
Stella maintains a genuine and friendly attitude, effective verbal and communication skills and follows through her assignments with a positive result.
Her professional background is indicative of her skills in the preparation of various types of policy, procedures, highly confidential legal documents, etc.
Stella is experienced in database management, time management and assistance of grant/contract administrative duties. Her proficiency in various software applications is remarkable.
Glendora I Houston I Los Angeles I San Diego
2100 East Route 66, Suite 210 Glendora, CA 91740 I T 626.650.0350 F 626.650.0352 www.pbsengineers.com
Resume of Experience
Alexandros G. Bletsos, SE
Principal
Education:
Master of Science, 2001
California State University, Sacramento
Major: Civil Engineering (Structural)
SP
STRUCTURAL
R.... ..._..4
ENGINEERING
Bachelor of Science, 2000
University of California, Davis
Major: Civil Engineering (Structural)
Registration:
Registered Structural Engineer, License S5659 (CA)
Registered Professional Engineer in Civil Engineering, License C68288 (CA) Work Experience:
Spire Structural Engineering, Inc 2012 -Present
Lake Forest, CA Principal
Principal of the company responsible for managing a group of engineers and drafters on a wide range of projects. Responsible for the entire project cycle from writing proposal, structural design, getting the project through plan check, and the construction phase. Projects include equipment anchorage for hospitals, tenant improvements, and structural analysis of the structure of specific equipment. The majority of the projects fall under OSHPD jurisdictions.
John A. Martin & Associates 2004- 2012
Los Angeles, CA Senior Project Engineer
Senior project engineer for a wide range of projects that include new design (commercial and public), retrofits, equipment anchorage, and non-linear analysis. The list of projects encompasses a diverse array including office buildings, schools, hospitals, and commercial. Projects covered all types of materials and structural systems. Several of the projects worked on were under DSA and OSHPD jurisdictions.
ABS Consulting (formerly EQE International) 2002-2004
Irvine, CA Design Engineer
Design engineer that designed and detailed seismic retrofits for several concrete tilt up retrofits.
Performed calculations and detailed drawings for several interior remodels. Designed anchorage for electrical, mechanical, and medical equipment. Developed response spectra for several concrete vaults using the soil structure interaction program SASSI. 26461 Rancho Parkway South, Lake Forest, CA VAT 1835 v9 g.3440 www.spirestructures.com
Resume of Experience
Jeremy C. Welton, SE
Principal
Education:
Master of Science, 2000
University of California, Irvine
Major: Civil Engineering (Structural)
SP
STRUCTURAL
RE
ENGINEERING',
Bachelor of Science, Summa Cum Laude, 1996
California Polytechnic State University, San Luis Obispo Major: Architectural Engineering
Registration:
Registered Structural Engineer, License S4614 (CA), 14945 (HI), 48560 (AZ), 20388 (NV) Registered Professional Engineer in Civil Engineering, License C59317 (CA) NCEES Record #36142
Work Experience:
Spire Structural Engineering Inc.
Lake Forest, CA
2005 -Present
Principal
Company founder responsible for overall management and engineer of record on various new design and reuse/upgrade projects of all materials and many structural systems. Performed numerous analyses and evaluations of existing structures. Designed equipment anchorage for building and heavy industrial equipment.
Irvine Institute (Dr. Chelapati) 2003-2013
Irvine, CA Instructor
Faculty for Seismic Design review courses for both the professional engineering and structural engineering exams given in the state of California.
Integrated Design Services, Inc. 2004-2005
Irvine, CA Project Manager
Project manager on various retrofits for concrete structures including hospital projects under OSHPD jurisdiction. Designed seismic upgrades for a 12 -story concrete parking garage in San Diego, CA (four levels were subterranean). Performed investigation and designed seismic and gravity retrofits for Palos Verdes Library (four-story split level concrete structure with waffle slabs and two-way flat plates. Plan checked for OSHPD projects.
Cal Poly Pomona
Pomona, CA
Instructor for Timber Design in Civil Engineering Department. 2004-2005
Instructor
26461 Rancho Parkway South, Lake Forest, CA 92630
949.91 .3440 www.spirestructures.corn
sweeneg + associates
DANIEL L. ZUMMALLEN, Vice President
Mr. ZumMallen, vice president of the firm, has over 35 years' experience in landscape construction, maintenance, in the United States, he spent a year working and studying horticulture in Scotland. Mr. ZumMallen designs anc irrigation projects from inception to completion using the latest AutoCAD drafting software. He has designed irriga projects all over the world including the United States, the Caribbean, Taiwan, and the Middle East. Over the twe designed the irrigation systems for hundreds of streetscape projects in Southern California.
Mr. ZumMallen's key responsibilities within the organization include coordination and design of irrigati specifications, submittal reviews, as well as construction observations. He is the Principal in Charge of pr production for the entire firm.
Education:
Bachelor of Science - Landscape Architecture, California Polytechnic University, Pomona, CA; Professional Registrations:
Master Gardener Certificate - Royal Horticulture Society, United Kingdom Education with years of graduation: Bachelor of Science Landscape Architecture, 1992 Total years with firm: 25
RELEVANT PROJECTS:
Park projects:
UCLA Mildred E Mathias Botanical Garden, Los Angeles, CA Myriad Botanical Gardens, Oklahoma City, OK
Magic Johnson Park, Los Angeles, CA
Pan Pacific Park, Los Angeles, CA,
Lions Park, Costa Mesa, CA
Los Angeles State Historic Park, Los Angeles, CA
Robertson Recreation Center, Los Angeles, CA
Zach Wormhoudt
CALIFORNIA
skateparks
Qualifications
Education: B.S. Landscape
Architecture, California
Polytechnic State University
Certifications: Licensed
Landscape Architect #4305
Landscape Architect
Experience
Zach had been working as professional Licensed Landscape Architect for over 25 years within the industry. In addition, Zach also has developed expertise in project management, design supervision, budget analysis, schedule development, construction documentation, and construction management.
Selected
Projects
Vans Park Series Paris
Vans Park Series Huntington
Vans Park Series San Paulo
Vans Park Series Bondi
Vans Park Series Montreal
Mosqueda Fresno Bikepark
Skatehalle Berlin
Torun Skatepark
Des Moines Skatepark
Venice Beach Skatepark
Lake Cunningham Skatepark
Santa Rosa Skatepark
Woodward Tahoe Skatepark
Louisville Skatepark
Munich Skatepark
Tulsa Regional Pumptrack
Half Moon Bay Skatepark
Zeke M. Pierce Skatepark
Apple Corp Skatepark
Fresno Skatepark
Pizzey Park Skatepark
Penwith Skatepark
Las Vegas Skatepark
Macon Skatepark
Watts Skatepark
Cassera Skatepark
Saint Louis Skatepark
Mumbai Skatepark
Bunadoon Skatepark
Peck Park Skatepark
Merced Skatepark
Appendix No. 2: Project Cutsheets
Project Type
Location
LAKESIDE GREEN STREETS
Connecting Downtown Oakland to Lake Merritt
Landscape Architecture
Oakland, California
Size 14 acres; 0.5 mile trail
Client
Date Completed
Construction Cost
Services Provided
City of Oakland Community & Economic Development Agency June 2019
$11.7 Million
Landscape Architecture, Urban Design, Community Outreach and Facilitation, Bicycle and Pedestrian Planning, Stormwater Management, Complete Streets Design, Streetscape Design, Green Streets, Waterfront Design, Accessible I Design, Park Restoration, CEQA, Construction Administration PlaceWorks worked with the City of Oakland to develop a comprehensive urban greening retrofit along Oakland's iconic Lake Merritt, as outlined in the 2002 Lake Merritt Master Plan. The intersection of Lakeside Drive and Harrison Street was completely reconfigured, and this task served as an opportunity for narrowing and removing paved areas and applying complete streets principles, building roadway rain gardens, and improving the urban character, walkability, and user experience at the lake. The project creates a new pedestrian- and bicycle -friendly multimodal corridor connection along Lakeside Drive and Harrison Street. Adjacent Snow Park was also redesigned, and new features were added to meet the needs of the local community. These include a new state-of-the-art terraced play area and a pedestrian promenade, with a central rain garden featuring a custom art piece by local artists WowHa us. The sculpture represents a mythical water -dwelling creature that connects the site's location near the lake and the rainwater elements in the park. The project was designed to meet Bay -Friendly Landscape standards, including permeable and high-albedo paving, native and climate adapted plantings, and high recycled content in all purchased materials.
PlaceWorks also provided outreach and coordination with the community and multiple advisory committees to create conceptual plans for the park, streetscape, and lakeside improvements. The plans were developed into construction documents that included specific enhancements for roadways, electrical systems, street lighting, and stormwater infrastructure, including ample rain gardens. PlaceWorks' role on this project included environmental review under CEOlA and NEPA. PlaceWorks also provided construction administration.
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PLACEWORKS
JEAN SWEENEY OPEN SPACE PARK
Creating Nature in the City
Project Type
Landscape Architecture
Location
Alameda, CA
Size
27 acres, 1 Mile of Trail
Client
City of Alameda
Date Completed
Phase I and II complete
Construction Cost $3 Million Phase I Trail, $3.8 Million Phase II Park Services Provided
Landscape Architecture, Open Space Planning and Design, Construction Documents, Community Garden Design
PlaceWorks prepared design development and construction documents for this unique 27 -acre community park in the heart of Alameda. The design process built upon a masterplan developed by the City with input from residents. PlaceWorks conducted community outreach with residents and stakeholders to ensure that the final project fulfilled their vision for the site. A phasing plan was developed separating construction and bidding of the park into four phases. The first phase of construction includes the Cross -Alameda Trail, a shaded Class I bike trail which runs along the northern edge of Jean Sweeney Open Space Park.
The second phase of construction includes the eastern end of the Park, with a large nature playground, great lawn, picnic pavilion, parking lot and stormwater treatment planting. The park incorporates elements from the site's previous use by the Beltline Railway, including a historic train shelter and interpretive signage about Jean Sweeney's legacy as an open space advocate. The nature play area incorporates natural elements, such as boulders and logs repurposed from City tree maintenance, with playground equipment to create a unique and memorable play experience for both young children and older youth. The third and fourth phases of the park will expand the park by adding, a large community garden, demonstration orchards, a bicycle skills course, habitat planting areas, and hiking trails with ongoing opportunities for outdoor education and nature -watching.
PLACEWORKS
Project Type
IRIS CHANG PARK
Memorial and Contemplation Park
Landscape Architecture
Location San Jose, California
Size 2.5 acres
Client
Date Completed
Construction Cost
City of San Jose
September 2019
$1.8 Million
Services Provided Landscape Architecture, Master Plan, CEQA, Artistic Design, Construction Documents, Cost Estimating, Construction
Adminstration
PlaceWorks provided master planning, landscape architectural design, and construction documents for a new 2.5 -acre memorial sculpture park in North San Jose. PlaceWorks' CEQA staff completed the Initial Study/Negative Declaration necessary for the project. The park is named after Iris Chang, a Chinese-American journalist and author, who wrote the bestselling book, The Rape of Nanking, which covered atrocities committed in China by the Japanese army, a forgotten holocaust of the Second World War. PlaceWorks worked closely with the community as well as with Ms. Chang's parents in shaping the vision for the park, which includes a series of monumental stone sculptures created by the artist Richard Deutsch.
The site is located adjacent to Coyote Creek Trail and the new path system includes an accessible trail connection from the park and its neighborhoods up to the trail, which runs along the top of a levee. The grading required to bring users from ground level to the trail provided inspiration for exuberant curves in path layout and in earthform, allowing the landscape to have a sculptural form of its own.
The park design includes a dynamic planting plan made up of grasses of various textures and sizes arranged in concentric and undulating waves. These textures and forms, combined with the stone sculptures, create a contemplative environment for visitors to consider Iris Chang's legacy.
PLACEWORKS
Project Type
MARKHAM ELEMENTARY LIVING SCHOOLYARD
Promoting Outdoor Play in a Sustainable Landscape
Landscape Architecture
Location
Size
Oakland, California
1.15 acres
Client
The Trust for Public Land
Date Completed Phase 1 Summer 2019; Phase 2 June 2021
Construction Cost $500,000
Services
Provided
Landscape Architecture, Community Outreach, Environmental Education and Nature Play, Schoolyard Retrofit
The Markham Elementary School project is a collaborative team effort between the Trust for Public Land (TPL), Oakland Unified School District (OUSD) and Markham Elementary community. Located in Oakland's industrial district, the schoolyard and surrounding neighborhood suffer from poor air quality, noise pollution and a general lack of green space. A priority for this project was to create a living schoolyard that promotes outdoor play in a hardy, sustainable and safe landscape.
PlaceWorks worked with TPL to transform underutilized asphalt play courts at the school into a living schoolyard with major features that include an outdoor classroom, numerous nature play areas, an expanded community garden, and an orchard that offers students opportunities for outdoor education and experience working in the garden. Based on design ideas developed in a comprehensive community -outreach process, PlaceWorks developed a site master plan and construction documents.
Phase 1 of the project was completed in the summer of 2019 and included the expanded garden space, the fruit tree orchard, and the shaded seating area.
Phase 2 was significantly influenced by the COVID-19 pandemic with California issuing a statewide shelter -in -place order during the development of construction documents. Oakland Unified School District (OUSD) remained closed during the design phase and the value of outdoor learning spaces became more apparent.
Construction was completed in June 2021, and the site will be ready to welcome students in Fall 2021 with new outdoor classrooms, comfortable spaces for social distancing, and established plant materials. This project will be a celebrated community asset and open space resource to the school and greater neighborhood community for generations to come.
PLACEWORKS
WATSONPARK RENOVATIONS
Dog Park, Playground and Park Entry Improvements
Project Type Landscape Architecture
Location San Jose, California
Size 2.8 acres
Client City of San Jose
Date Completed In Progress
Construction Cost $1.4 Million
Services Provided Landscape Architecture, Community Engagement, Team Coordination, Hazardous Site Development, Construction
Documents, Gateway, Dogpark
Working closely with the City and community members, PlaceWorks identified opportunities to improve the functionality, safety, and aesthetics of this 41 acre park.
Renovations include upgrades to the existing dog park, additional trees and a shade structure, as well as topographical improvements to facilitate better drainage. A welcoming natural stone archway marks the pedestrian entrance to the park. Shade canopies above the play area keep users cool during the summer and new solar - powered lighting extends nighttime visibility from the parking lot into the play area. The park is located over a former landfill that was capped with a protective layer of healthy soil. PlaceWorks worked closely with soil engineers to design park features with minimal impact to the capped site.
PLACEWORKS
Project Type
MASTER PLAN FOR SUSTAINABLE PARKS
Promoting Access to Parks and Open Space in LA County
Landscape Architecture
Location
Los Angeles County, California
Size
225,000+ residents
Client
County of Los Angeles, Department of Parks and Recreation Date Completed
February 2016
Construction Cost
N/A
Services Provided
Landscape Architecture, Park Planning, GIS, Urban Greening, Online Engagement, Community Outreach
Awards
2017 Sustainability Award: Green Region Initiative, SCAG; 2016 Exceptional Urban Forestry Program Award, California Urban Forests Council; 2016 Innovation in Green Community Planning Award of Merit, California APA, Los Angeles Section
PlaceWorks prepared a Sustainable Parks and Recreation Master Plan, which consists of Master Plans for six unincorporated communities in Los Angeles County. The six communities include East Los Angeles, East Rancho Dominguez (also known as East Compton), Lennox, Walnut Park, West Athens/Westmont, and Willowbrook, all of which are underserved by parks and open space. Each Master Plan includes components such as a parkland gap analysis, a safety and connectivity analysis, conceptual design plans for potential improvement sites, an urban forestry plan, and a strategic implementation plan.
The planning process incorporated intensive community outreach that included stakeholder meetings, focus groups, community tours and workshops, outreach fairs, surveys, tabling events, and an online youth engagement contest. A number of these activities were conducted in both Spanish and English by staff from PlaceWorks and from the Los Angeles Neighborhood Land Trust, our partner on outreach and public engagement for this project. The Master Plan focuses on implementation through the selection of three high -priority projects for new park and greening concepts in each of the six communities. PlaceWorks developed these design plans and outlined clear steps and strategies for near -term implementation of each project. The Master Plan has been used by the Department of Parks and Recreation as a guide for the implementation of high priority park and greening projects, several of which are currently under development.
The project was awarded the 2016 Exceptional Urban Forestry Program Award from the California Urban Forests Council, and the 2016 Innovation in Green Community Planning Award of Merit from the Los Angeles Section of the California Chapter of the APA, and the 2019 National APA Award for Excellence in Sustainability. .041
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PLACEWORKS
PROJECT EXPERIENCE
HERITAGE PARK MASTER PLAN, Irvine, CA
BKF Engineers is working with the City of Irvine to develop a master plan for Heritage Community Park. The plan will focus on enhancing the services and facilities provided within the approximately 44 -acre community park. Heritage Park currently offers a range of activities and supports a range of recreational needs through on -site facilities, which include the Heritage Park Community Center, Fine Arts Center, Child Resource Center, numerous sports fields, play areas, and picnic areas. The Heritage Park will consist of the construction of new playground equipment and an interactive water feature. The City will remove the park's play equipment to make way for new playground amenities including, safer rubber surfacing and added landscaping. The construction will also include a new water feature similar to the one at the Irvine Spectrum, where children's activity will set off jets of water from spray nozzles. The estimated project budget is $1.2 million. BKF's scope of services includes providing conceptual and final engineering for grading, site drainage, on -site conceptual water, sewer and mainline storm drain.
HICKS CANYON COMMUNITY PARK IMPROVEMENTS, Irvine, CA
Hicks Canyon Park consists of a centrally located children's playground and sports field areas on the eastern and western areas of the park. The tot lot/play area includes play equipment for ages 2 to 5 and ages 5 to 12 as well as shade structures, benches, picnic tables, barbeques, and a restroom. The sports field area contains two (2) soccer fields and two (2) baseball diamonds with adjacent bleachers, and a concession area. A walking path surrounds the athletic fields as well as connecting to the playground area.
The Hicks Canyon Trail borders the northern boundary of the park. The proposed project will include development of the following elements: two (2) newly lighted permanent batting cages with concrete pad for storage, ADA pathways, and benches; four (4) new fenced bull pens with pitchers' mounds; two (2) new scorer's tables with shade (one per field); renovation of the existing playground; rehabilitation of the two (2) soccer fields with natural turf; and one outdoor fitness course. BKF is responsible for providing civil engineering design services for improvements within the approximately
16.7 -acre Park located at 3864 ViewparkAve. The proposed project included Conceptual Civil Design of the following elements: access to two newly lighted permanent batting cages with concrete pad for storage, upgraded ADA pathways to four new fenced bull pens with pitchers' mounds; two new scorer's tables with shade (one per field). Also grading and drainage design for the renovation of the existing playground and the two soccer fields with natural turf; and one outdoor fitness course.
SWEET SHADE PARK, Irvine, CA
BKF Engineers is working to provide the City with civil engineering and land surveying services regarding new playground areas and ADA upgrades to the Sweet Shade Neighborhood Park in Irvine. The project location of the proposed universal playground will be in and around the existing playground, and within the turf areas to the north and/or east of the Ability Center. The City's goal is to develop one playground that is inclusive and universally accessible. The topographic basemap was developed using conventional survey methods and then supplementing the base with data from the as -built plans to show the existing drainage system. Our efforts include an ADA field analysis to identify areas of the ADA Path of Travel (POT) that are non -compliant and will need to be modified to meet current ADA criteria.
City of Beaumont
Stewart Park Improvement Project
BKF ENGINEERS demi
SELECT water
features EXPERIENCE
PROJECT NAME PROJECT NAME DESIGN COMPONENTS
Gresham Children's Fountain
Gresham, OR
Interactive spray ground fountain, two water show fountains with lighting and fountain effects, recirculation and water treatment system for full body contact Terranea Resort
Rancho Palos Verdes, CA
Interactive water play fountain with 25 jets and color changing lights using 17 water nozzles and color changing LED lights, recirculation and water treatment system for full body contact Heritage Park
Irvine, CA
Interactive water play area with 2530 popper jets in 20 ft. diameter fountain area, recirculation and water treatment system for full body contact San Diego Marriott
San Diego, CA
3,400 SF swimming pool, 1,600 SF slide pool, 175 SF spa, 95 sf spa, 2 water walls, waterplay area, and outdoor water feature, recirculation and water treatment system for full body contact The Commons at Downtown Medford
Medford, OR
Ivy Station Aquatic Facilities
Culver City, (A
3 fountains, 2 pop jet interactive fountains, and bubbler fountain, recirculation and water treatment system for full body contact
Aquarium Plaza Wave Fountain
Long Beach, CA
Spray ground, spillway water feature, runnel fountain, cascading fountain, boulder water feature, 600 SF infinity edge pool, 540 SF pool, and 2 spas Redesigned mechanical, structural, electrical, and fountain controls Magic Johnson Park
SilverRock Ranch Resort Water Features
LosAngeles, CA
La Quinta, CA
Entry fountain, reflecting pool, children's water play area, spray ground, recirculation and water treatment system for full body contact
20 acres of lakes, water quality management plan, and manmade rockwall entry water feature City of Champions
Waldorf Astoria
Inglewood, CA
Beverly Hills, CA
Manazel Medical Center Fountains
Rabobank Arena Fountain
Abu Dhabi, UAE
Bakersfield, CA
6 -acre lake featuring multiple elevations and cascading waterfalls Zero edge Myrtha pool, 141 SF spa on 13th floor, 63 SF/13 ft. high waterfeature with light source to enhance effects, recirculation and water treatment system for full body contact 6 entry court fountains, 13,522 SF reflecting pool, 2 MOB fountains, 119 SF center fountain, 1,469 SF center reflecting pool
Designed round feature on existing fountain including basin details, water feature components, recirculation, and mechanical system
Centennial Park
Santa Ana, CA
Improved circulation and water quality for existing manmade lake Dali Reignwood Golf Course
Cypress Lawn Lotus Fountain
Dali, China
Colma, CA
750 meter long water feature
Treatment system, fish habitat, fountain structure, and recirculation system for existing koi pond Tesoro del Valle Entry Features
Santa Clarita, CA
Designed recirculation and mechanical systems for two existing fountains Spring Street Park Water Feature
George Page Museum
LosAngeles, CA
LosAngeles, CA
Modern metal water feature with multi -colored tile basin Stream system with filtration to remove tar from surface, UV disinfection Natural History Museum
Santa Ana Memorial Pool and Civic Center
Fountain Renovation
LosAngeles, CA
Santa Ana, (A
400 SF pond connected by concrete channel to a 1,500 SF table -fountain play area 167'x 65' pool, and renovation design for Fountain #1
Sheraton Wild Horse Pass
Tempe Performing Arts Center
Chandler, AZ
Tempe, AZ
San Bernardino International Airport
San Bernardino, CA
Avenue of the Fountains
Fountain Hills, AZ
1.5 mile long manmade river with rapids, shallow areas, rock outcroppings, and manmade rock formations
16,000 SF reflecting pool basin with 260 FT long negative edge and 7 ft. wall 30 x 10 ft. black granite water wall
6 quarter circular fountains with 5 ft. high walls, cascading steps and 3 fountain jets at base of fountain
Fontana Civic Center
Casino Arizona
Vista ncia Community Entry Feature
Fontana, CA
Scottsdale, AZ
Peoria, AZ
Round -a -bout water feature with cascading steps, 2 identical entry water features with 8ft. long glass -like dear water curtains on all four sides of water column 2,300 SF entry waterfeature with 14 glass -like clear water curtains, 8 ft. to 13 ft. long flow lengths
26,000 SF entry feature, naturalized shoreline with blend of natural stone and manmade rock formations
SPLASH PADS & INTERACTIVE FOUNTAINS QUALIFICATIONS 14
PACE
HERITAGE PARK INTERACTIVE PLAY FEATURE
IRVINE, CALIFORNIA
PROJECT SCOPE
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PACE provided engineering design documents for the
interactive water play area at the Heritage Park project in Irvine, CA. PACE designed one programmed interactive
water play area with 25-30 popper jets in a 20 foot diameter fountain area, located at the children's play area site. PACE provided design services for the water play layout, including the proposed display height and type of fountain nozzle. The design also included the recirculation system piping and pumping requirements and control and show programming
options and concepts for the water jets and colored lights.
PACE also designed the water quality management systems, which included filtration, chemical treatment, overflow and drain systems, automatic water level control systems and electrical demands.
PACE
HERITAGE PARK INTERACTIVE PLAY FEATURE
IRVINE, CALIFORNIA
#8906
PACE
SAN DIEGO MARRIOTT AQUATIC FACILITIES RENOVATION
SAN DIEGO, CALIFORNIA
PROJECT SCOPE
Pools, Spas, Water Play Area and Water Feature: PACE also provided engineering and mechanical design of a new provided design services for the Marriott Resort Recreation 95 sf spa, two water walls, a waterplay area, an outdoor water Center in San Diego. PACE provided renovation of a 3,400 sf feature. swimming pool, 1,600 sf slide pool, and a 175 sf spa. PACE
PACE
DISNEYLAND HOTEL COURTYARD RENOVATIONS - AQUATIC FACILITIES
ANAHEIM, CALIFORNIA
PROJECT SCOPE
PACE provided engineering design for all the aquatic
components of the Disneyland Hotel Courtyard Improvements project including the renovation of the Neverland Pool, design of the new North spa (200 sf), South spa (200 sf), Arroyo Pool (approximately 3500 sf), and the addition of a 4,000 square foot water play area called the Magical Springs Pool. The Magical Springs Pool has an 8' deep activity pool with water play components including geysers, pop jets, fountains, water pyrotechnics, four water slides and water slide structure including manmade rockwork that forms the base of the
twenty four foot high water slide. The design involved in-depth coordination with the project design team (architect, landscape architect, MEP, and structural) as well as the Disney project team including facilities, food and beverage, environmental, operations, and Walt Disney Imagineering. There were strict requirements for the operation of this new facility that went above and beyond that of current code requirements. Given extensive existing infrastructure at the hotel, the use of Civil 3D and BIM modeling supported the design process and difficult utility coordination that was needed by identifying and resolving potential conflicts with the renovation design components.
PACE
DISNEYLAND HOTEL COURTYARD RENOVATIONS - AQUATIC FACILITIES
ANAHEIM, CALIFORNIA
Equipment Room Civil 3D Layout
#9504
PACE
DISNEYLAND HOTEL COURTYARD RENOVATIONS - AQUATIC FACILITIES
ANAHEIM, CALIFORNIA
Piping and Pools Civil 3D Layout
#9504
PACE
GRESHAM CHILDREN'S FOUNTAIN PROJECT AT THE ARTS PLAZA
GRESHAM, OREGON
PROJECT SCOPE
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The Gresham Children's Fountain is a public interactive fountain constructed on behalf of the City of Gresham, Oregon.
The fountain operates as a spray ground fountain for interactive play and as a water show for evening entertainment with lights and fountain effects. Fountain #1 is the main fountain with lighting and effects for evening display and Fountain #2 is a smaller fountain intended for small children and does not include lighting.
Fountain #1 consists of a 40 foot diameter concrete surface with 40 smooth bore nozzles producing a thin stream of water that arcs towards the center. Each nozzle location has a pair of nozzles that cross streams at a maximum height of seven feet.
A VFD driven pump drives reduces flow to the outer nozzles and allows the arc to move in and out from the center to the perimeter of the circle and up and down. The fountain water sheet flows to a perimeter trough that is conveyed to a surge tank and the recirculation system ensuring that there is no standing water on the concrete surface. The inner nozzles consists of twenty vertical nozzles that emit a concentrated stream of water at a variety of heights ranging from zero to six and half feet.
There is a center nozzle that can reach a height of 14 feet vertically.
Fountain #2 consists of an 18 foot diameter concrete surface with 12 nozzles that shoot vertically. There is no standing water on the concrete surface. There is an outer circle of vertical nozzles and an inner circle of vertical nozzles. All the vertical nozzles emit a concentrated stream of water at a variety of heights ranging from zero to six and a half feet. These vertical nozzles are flush to the ground and can turn on and off independently from each other.
Both Fountain #1 and Fountain #2 is recirculated and shares a common surge tank and pump station. All the nozzles are located below the surface of each fountain and all the water that comes in contact with the public is recirculated and treated.
Every drop of water prior to it exiting the spray area has been chemically treated with chlorine, filtered, and disinfected with a UV unit.
PACE
THE COMMONS WATER FEATURES
MEDFORD, OREGON
PROJECT SCOPE
PACE was hired by Lithia Corporation to design of an
interactive fountain for a new park in Medford, Oregon. The design included fountains and an interactive fountain in the Plaza and another at the Stage. New pop jet fountains with a central group of geysers and a linear aligned group of jets with separate controls circuits. PACE coordinated with the local Health Department to comply with strict requirements on the treatment of the water including the use of chlorine and UV disinfection and successfully collaborated with the City of Medford who has several interactive fountains in the area. The City wanted to have the ability to program the PLC's (programmable logic controllers) of the fountains to make any modifications to the show elements. The City of Medford took ownership of the park after construction, so PACE provided an operations -friendly environment in the equipment selection and the pump station building designed for the facility.
Advanced Elements:
• Pop Jet Fountains
• Programmable logic controllers
• Used chlorine and UV disinfection to comply with strict requirements
• Operations -Friendly equipment
PACE
THE COMMONS WATER FEATURES
MEDFORD, OREGON
#9924
PACE
IVY STATION AQUATIC FACILITIES
CULVER CITY, CALIFORNIA
PROJECT SCOPE
PACE worked with Lowe Enterprises Inc., KFA, Melendrez, and Arup by creating the engineer designs for multiple water features for Ivy Station's landscape architecture located on a 5.2 acre flat bounded by Venice, National and Washington Blvd.'s, and the new expo light rail line to the south. This project in LA includes the development of approximately 200 units of multi -family housing, a select service hotel, approximately 200,000 sf of commercial office space, and between 25,000 and 55,000 sf of retail space.
The water features include one 542 sf pool and one spa
partially flushed and part raised for the residential/apartment area, one 600 sf infinity edge pool for the hotel on the roof level with a stainless steel shell, and four different fountains.
These four natural looking fountains include a boulder water feature that produces white water sounds, a cascading
fountain, a runnel, and a unique spray ground that works in conjunction with a spillway water feature. For the cascading fountain, the landscape architect had a concept that included varying step threads. PACE recommended a specific flow
amount and constructed a full scale model of a section of the fountain to show what that would look like. PACE ran this
model with various different flow rates, reviewed the outcome, and selected the flowrate that was best fit for this cascading fountain.
With Ivy Station based in LA county, PACE was challenged by one of the toughest counties in the nation to design when it comes to the health department, safety, and budget allocation.
PACE saw this as an opportunity to use value engineering, resulting in improving functionality, and working within the desired budget.
Advanced Elements:
• One 542 sf pool
• One Partially Flushed and Part Raised Spa
• One 600 sf infinity edge pool
• Stainless Steel Shell
• Boulder Water Feature
• Cascading Fountain
• Runnel Fountain
• Spray Ground
• Spillway Water Feature
PACE
IVY STATION AQUATIC FACILITIES
CULVER CITY, CALIFORNIA
#A935
PACE
Project References
La Colonia Skatepark
Location:
Size:
Completed:
Contact:
Solana Beach,
California
8,200 SF
May 2019
City of Solana Beach
Kirk Wenger
Parks & Rec Manager
(858) 720-2453
[email protected]
Cam''
CALIFORNIA
skateparks
La Colonia Skatepark was designed and built by the
California Skateparks team. The California Skatepark
designers on this project implemented a variety of
small banks, quarter pipes, stairs, rails, china banks, and ledges, that could be used by virtually anyone.
With so many friendly obstacles, La Colonia Skatepark
is a perfect place for beginner and intermediate
skaters to learn the basics and fundamentals of
skating. La Colonia Skatepark also promotes a family
friendly environment that encourages children, teens,
and parents to partake in the action sport community
and culture.
In addition to the beginner friendly terrain, La Colonia Skatepark stands as an aesthetic asset for the City of Solana Beach. California Skateparks artistically crafted the entire park and ensured that every inch of the park was given the proper attention it deserved. A custom mosaic art installation and entrance sign, along with a wavy wall concept was implemented to further elevate the quality of the project. This, along with a bright sky-blue color scheme, help turn this small park into an iconic skate spot.
Project References
rCALIFORNIA
a skateparks
EI Sereno Skatepark
Location:
Size:
Completed:
Contact:
Los Angeles, California
12,000 SF
August 2018
City of Los Angeles
Craig Raines
Landscape Architect
(213) 928-9052
[email protected]
Designed and built by California Skateparks, the EI
Sereno Skatepark offers local skaters and action
sport athletes with a state-of-the-art skate plaza that features street inspired obstacles. These obstacles
include a variety of stair sets, hand rails, ledges,
curbs, and banks. The City of Los Angeles wanted
this park to be a place where individuals of all ages
and skill levels could practice their craft safely and
productively. The skatepark also offers lights, which
allows these athletes to freely skate and ride at their convenience.
EI Sereno Skatepark was also designed so that it could host local skate events and jams.
This additional benefit further strengthens the local action sport community by attracting new riders, supporting experienced athletes, and promoting local businesses. Furthermore, skate camps and other after -school activities are held at the park, thus introducing individuals to the benefits of skating and further growing the action sport community.
700 South Flower Street Suite 600
Los Angeles, California 90017
t 213.623.1443
www.PlaceWorks.com
PLACEWORKS
July 17, 2026
Vincent Lopez
Project Manager -Capital Projects
Public Works Department
City of Beaumont
550 E. Sixth Street, Beaumont, CA 92223
transmitted via email: [email protected]
Subject: Additional Service Request #2 - Stewart Park
Dear Vince,
This exhibit describes the requested fee adjustment to complete bid -level construction documents for Phase 2 construction of Stewart Park and provide construction administration for Phase 2 as s separate mobilization from Phase 1. As part of our existing scope, we completed construction documents for the entire park, which included a base bid and three bid alternates. Bid Alternate Number 1 included the "Phase 2" area and Bid Alternate Number 3 included the skate park. We understand that the City has received additional federal funding that requires that Phase 2 construction and the skate park be bid as a separate project.
Although the design will not change, additional scope requested by our team to develop a separate standalone bid package includes:
• Removing all Phase 1 improvements from the plans and specifications. • Reformatting plan sheets to only include the Phase 2 improvements and updating sheet index and references.
• Developing a new "existing conditions" plan set that clarifies for the contractor work completed in Phase 1. This plan will be developed without a new survey and will only reflect the Phase 1 plans and any changes approved during construction of Phase 1. • Updating plans references using California Building Code (CBC) 2022 to CBC 2025. • Updating plans to reflect submittals and RFIs in Phase 1. • Providing a precise grading plan associated with Phase 2 improvements based on anticipated finish conditions from Phase 1. The precise grading plan will extend to the existing pavement surrounding Phase 2 improvements or 40 feet. • Revising the layout for the picnic structures to provide three smaller structures in place of two larger ones.
• Revising the layout for the skate park to incorporate additional paved area. • Developing new Erosion Control Plan for Phase 2 separate from Phase 1 work.
June 17, 2026 I Page 1
PLACEWORKS
We understand that this plan set will need to be reviewed and signed by the City Engineer. We have assumed one round of revisions associated with this review.
As part of this work, the PlaceWorks team is adding American Ramp Company to our team to develop drawings for the skate park. We understand there is a preference to revise the design for the skate park. American Ramp Company shall provide both conceptual design and construction documents for the project.
Following is a description of the tasks. Please note that Task 8 reflects the next task number following previously contracted work.
SCOPE OF SERVICES
Task 8. Phase 2 - Construction Documents
8.1 Skate Park - Conceptual Design
American Ramp Company shall provide a revised concept for the skate park utilizing on -grade prefabricated skate park components. As part of the initial design, American Ramp shall create preliminary skatepark concept, verify design is responsive to site conditions and budget, and provide illustrations of the skatepark design. American Ramp will additionally provide a general cost estimate based on unit sums for proposed skatepark and provide opinion of construction costs.
Deliverables: Skate Park Concept illustrations
8.2 Phase 2 - 100% PS+E
Utilizing the existing approved Bid Plan for Stewart Park and revisions associated with RFIs from the construction of Phase 1, the PlaceWorks team shall develop a standalone bid set for Phase 2 improvements, including revised plans, specifications, and estimate (PS+E).
The plans shall be updated to include all construction currently underway for Phase 1 as the "existing condition" for the contractor, titled "Phase 1 Completion Plan." The plans will include all design work proposed for Phase 1 along with approved changes to date for Phase 1. The City shall provide language related to contractor responsibility related to verifying existing conditions for the PlaceWorks team to add to plans.
July 17, 2026 I Page 2
PLACEWORKS
The plans shall only provide construction information for Phase 2 elements, including the basketball/pickleball courts, picnic shade structures, second playground, skate park, and stage, as well as pathways, planting, and lighting with the southern half of Stewart Park.
The plans are anticipated to include:
Table 1 Plan Sheets
Sheet Title
Responsibility
2 Title Sheet and Location Map
PlaceWorks
Notes, Legend and Abbreviations
PlaceWorks
Phase 1 Completion Plan (Existing Conditions) BKF
Phase 2 Demolition Plan
BKF
2 Erosion Control Plans @1:20 BKF
2 Grading & Drainage Plans @1:20
BKF 2'
Site Improvements/Horizontal Control Plans @1:20 BKF
2 Civil Construction Details
BKF 3
Landscape Construction Plans @1:20
PlaceWorks 2
Landscape Details
PlaceWorks 6
Electrical Plans @1:20
PBS Engineers 4
Electrical Details
PBS Engineers 4
Skate Park Plans @1:10 American Ramp Company 1
Skate Park Details American Ramp Company 2
Structural General Notes
Spire Structural 1
Structural Plans and Details
Spire Structural 3
Irrigation Plans @1:20
Sweeney + Associates 4
Irrigation Details Sweeney + Associates
2 Planting Plan @1:20
PlaceWorks 4
Planting Details
Sweeney + Associates 2
Pre -Manufactured Structure Schematics PlaceWorks
July 17, 2026 I Page 3
PLACEWORKS
The plans shall include two bid alternates:
1. Stage structure and slab
2. Skate park
The plans will be accompanied by technical specifications in CSI format and a cost estimate.
The PlaceWorks team will submit the plans for review by the City Engineer. Based on City's review comments, PlaceWorks will make minor revisions to the 100% submittal and refine it to a Final set for going to bid purposes.
Deliverables: 100% PS+E; Final PS+E (Bid Set)
Task 9. Phase 2 - Construction Administration
9.1 Phase 2 - Construction Administration
Construction of Phase 2 as a separate mobilization is anticipated to extend the construction period by six (6) months. The PlaceWorks team will continue to assist the City with Construction Administration during this phase, including the following tasks:
■ Pre -Construction Meeting. The PlaceWorks team will attend a pre -construction meeting with City staff and the Contractor to review the drawings, specs, and coordination requirements. ■ Project Coordination Meetings. PlaceWorks will participate in one project coordination meeting per week of the anticipated Phase 2 construction phase. It is anticipated that the project coordination meeting will held virtually with one coordination meeting per month occurring on site or in coordination with construction progress monitoring or field review. ■ Construction Site Visits. The PlaceWorks team will conduct site visits to review the required mock-ups and field samples as indicated in the Technical Specifications. It is anticipated that PlaceWorks will conduct one site visit per month with up to five (5) additional site visits by the PlaceWorks team throughout construction.
■ Submittal Responses. The PlaceWorks team will review submittals for conformance to plans and specifications and prepare a written response for each submittal. ■ RFIs and Supplemental Information. The PlaceWorks team will respond to questions from the Contractor in the field, as requested by the City. PlaceWorks will respond in a timely and efficient manner to the contractor's requests for additional information. If clarification on design intent is needed or a changed condition is found, the PlaceWorks team will develop Supplemental Information material for the contractor as needed.
July 17, 2026 I Page 4
PLACEWORKS
• Punchlist. The PlaceWorks team will develop a draft punch list for the field inspector and contractor's review following a pre -final site visit. PlaceWorks will participate in a final site visit to go over the items in the punch list, once the contractor has indicated the list is complete.
Costs
As shown in Table 2, the estimated cost to complete the scope of work described in this proposal is $161,817.
Assumptions
The additional fee request incorporates the following assumptions:
• The City shall provide and compile General Conditions and Supplemental Conditions for the project bid.
• All site furnishings and structures shall be purchased and installed by the contractor.
Structural drawings for the stage structure, picnic structures, and playground equipment shall be a deferred submittal for the contractor and shall not be included in the PlaceWorks' teams plans.
• No additional wet utility work (sewer and water) will be required. • No coordination with utility agencies is included within the scope. • The City shall develop bid schedule.
• A new geotechnical report will not be required.
• No additional water quality management plan documents are required. • No additional survey or field observations will be required to develop the Phase 2 - 100% PS+E. The City shall provide language related to contractor responsibility related to verifying existing conditions for the PlaceWorks team to add to plans. The consultant team shall not be responsible for changes in existing conditions and proposed design.
Respectfully submitted,
PlaceWorks
Jesse Jones
Associate Principal
July 17, 2026 I Page 5
The PlaceWorks Team
Stewart Park - Contract Modification #2
TABLE 2. COST PROPOSAL
Title
Role:
PLACEWORKS
Jesse Jones Bryan Groves
Associate
Principal
PIC
Associate
Landsape
Designer
Hourly Rate:,
$240
$190
Place- PLACE -
Works WORKS
Hours TOTAL
SUBCONSULTANTS
BKF
Civil
Engineering
PBS
Electrical
Engineering
Spire
Structural
Engineering
Sweeney
Irrigation
American Ramp
Skate Park
10%
Subconsultants
Markup
SUBCONSULTANTS
TOTAL
TOTAL
TASK
BUDGET
Task 8. Phase 2 — Construction Documents
8.1 Skate Park —Conceptual Design
0 $0
$0
$0
$0
$0
$7,000
$700
$7,700
$7,700
8.2 Phase 2 — 100% PS+E
40 96
136 $27,840
$33,220
$7,600
$6,275
$13,200
$16,000
$7,630
$83,925
$111,765
Task 8. Subtotal
40 96
136
$27,840
$33,220
$7,600
$6,275
$13,200
$23,000
$8,330
$91,625
$119,465
Task 9. Phase 2 - Construction Administration
2.1 Phase 2 - Construction Administration
96 96
$23,040
7,782
3,582
3,786
2,406
0 $1,756
$19,312
$42,352
Task 9. Subtotal
96 0
96 $23,040
$7,782
$3,582
$3,786
$2,406
$0
$1,756
$19,312
$42,352
Labor Hours Total
Labor Dollars Total
136
$32,640
96 $18,240
232
PlaceWorks Percent of Total Labor
58.6%
41.4% 100.0%
$161,817
GRAND TOTAL
C22• 19.4
AMENDMENT NO. 4 TO THE AGREEMENT FOR PROFESSIONAL SERVICES BY
INDEPENDENT CONTRACTOR
THIS AMENDMENT NO. 4 TO AGREEMENT FOR PROFESSIONAL SERVICES BY INDEPENDENT CONTRACTOR ("Amendment No.4") is made by and between the CITY OF BEAUMONT ("CITY"), a general law city, and PLACEWORKS, INC., a California S Corporation (hereinafter called "CONTRACTOR") is effective as of this day: July 21, 2026.
RECITALS
This Amendment is made with respect to the following facts and purpose that the parties agree are true and correct:
A. City and Contractor entered into that certain Contract dated April 5, 2022 for the purpose of providing provide landscape, architecture, and engineering design services and construction documents for the Capital Improvement Project P-10: Stewart Park Redevelopment and Skate Park (Project Services ("Agreement") as approved by City Council on April 5, 2022.
B. City and Contractor have entered into an Amendment No. 1 to the Agreement dated July 15, 2024 to modify the Scope of Services, extend the Term of the Agreement to April 5, 2026, and increase the Contract Sum to Eight Hundred Two Thousand Two Hundred Six Dollars ($802,206.00) as approved by City Council on June 18, 2024.
C. City and Contractor have entered into an Amendment No. 2 to the Agreement dated November 5, 2024 to modify the Scope of Services and increase the Contract Sum to Eight Hundred Thirty Thousand Nine Hundred Seventy -One Dollars ($830,971.00), as approved by City Council on November 5, 2024.
D. City and Contractor have entered into an Amendment No. 3 to the Agreement effective February 3, 2026 to extend the Term of the Agreement to April 5, 2028, as approved by City Council on February 3, 2026.
E. City and Contractor now desire to amend the Agreement to modify the Scope of Services, extend the Term of the Agreement to April 30, 2029, and increase the Contract Sum to Nine Hundred Ninety -Two Thousand Seven Hundred Eighty -Eight Dollars and Zero Cents ($992,788.00).
The Parties therefore agree follows:
1. Amended Terms. The Agreement is hereby amended as follows:
1.1 The Scope of Services set forth in Exhibit A to the Agreement is hereby amended to include the Services set forth in Attachment A, attached hereto and incorporated herein.
C22-19.4
1.2 The maximum compensation for the Services performed pursuant to this Amendment No. 4 shall not exceed One Hundred Sixty -One Thousand Eight Hundred Seventeen Dollars and Zero Cents ($161,817.00) thereby increasing the Contract Sum, as set forth in the Agreement, to Nine Hundred Ninety -Two Thousand Seven Hundred Eighty -Eight Dollars and Zero Cents ($992,788.00).
1.3 The Term of the Agreement of the Agreement, is hereby extended through April 30, 2029, unless sooner terminated or extended as provided in the Agreement.
2. Miscellaneous Provisions
2.1 Continued Effect of Agreement. Except as amended by this Amendment No. 4, all provisions of the Agreement, as amended by Amendment Nos. 1, 2, and 3, shall remain unchanged and in full force and effect. From and after the date of this Amendment No. 4, whenever the term "Agreement" appears in the Agreement, it shall mean the Agreement, as amended by Amendment Nos. 1 through 4. In the event of a conflict between the provisions of this Amendment No. 4 and the provisions of the Agreement or Amendments No. 1 through 4, the provisions of this Amendment No. 4 shall control.
2.2 Consideration for Amendment. The parties hereby agree that they have each received adequate and independent consideration for the modifications to the Agreement set forth in this Amendment No. 4.
2.3 Authority. The persons executing this Amendment No.4 on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Amendment No. 4 on behalf of said party, (iii) by so executing this Amendment No. 4, such party is formally bound to the provisions of this Amendment No. 4, and (iv) entering into this Amendment No. 4 does not violate any provision of any other agreement to which said party is bound.
2.4 Counterparts. This Amendment No. 4 may be signed in any number of counterparts, each of which will be an original, but all of which together will constitute one instrument.
2.5 Electronic Signatures. Each Party may adopt as its signature an electronic identification consisting of a symbol or code that is affixed to or contained in each document transmitted by such Party ("electronic signature"). The Parties hereto herby agree that electronic signatures are acceptable, shall have the same force and effect under the law as original wet signatures, and shall be sufficient to verify that the Parties have executed this Agreement and such other documents transmitted by the Parties.
[SIGNATURE PAGE FOLLOWS]
C22-19.4
SIGNATURE PAGE TO AMENDMENT NO. 4 TO THE AGREEMENT FOR
PROFESSIONAL SERVICES BY INDEPENDENT CONTRACTOR
IN WITNESS WHEREOF, the Parties are signing this Amendment No. 4 on the date stated in the introductory clause.
CITY OF BEAUMONT PLACEWORKS, INC.
Jessica Voigt
City Mayor
City Council Approval:
ATTEST:
Nicole Wheelwright,
Deputy City Clerk
APPROVED AS TO FORM:
Slovak, Baron, Empey, Murphy & Pinkney
LLP
John O. Pinkney
City Attorney
NAME: Kara Kosel
TITLE: Vice President of Finance
ATTACHMENT "A"
PLACEWORKS
July 17, 2026
Vincent Lopez
Project Manager -Capital Projects
Public Works Department
City of Beaumont
550 E. Sixth Street, Beaumont, CA 92223
transmitted via email: [email protected]
Subject: Additional Service Request #2 - Stewart Park
Dear Vince,
This exhibit describes the requested fee adjustment to complete bid -level construction documents for Phase 2 construction of Stewart Park and provide construction administration for Phase 2 as s separate mobilization from Phase 1. As part of our existing scope, we completed construction documents for the entire park, which included a base bid and three bid alternates. Bid Alternate Number 1 included the "Phase 2" area and Bid Alternate Number 3 included the skate park. We understand that the City has received additional federal funding that requires that Phase 2 construction and the skate park be bid as a separate project.
Although the design will not change, additional scope requested by our team to develop a separate standalone bid package includes:
• Removing all Phase 1 improvements from the plans and specifications. • Reformatting plan sheets to only include the Phase 2 improvements and updating sheet index and references.
• Developing a new "existing conditions" plan set that clarifies for the contractor work completed in Phase 1. This plan will be developed without a new survey and will only reflect the Phase 1 plans and any changes approved during construction of Phase 1. • Updating plans references using California Building Code (CBC) 2022 to CBC 2025. • Updating plans to reflect submittals and RFIs in Phase 1. • Providing a precise grading plan associated with Phase 2 improvements based on anticipated finish conditions from Phase 1. The precise grading plan will extend to the existing pavement surrounding Phase 2 improvements or 40 feet. • Revising the layout for the picnic structures to provide three smaller structures in place of two larger ones.
• Revising the layout for the skate park to incorporate additional paved area. • Developing new Erosion Control Plan for Phase 2 separate from Phase 1 work.
June 17, 2026 I Page 1
PLACEWORKS
We understand that this plan set will need to be reviewed and signed by the City Engineer. We have assumed one round of revisions associated with this review.
As part of this work, the PlaceWorks team is adding American Ramp Company to our team to develop drawings for the skate park. We understand there is a preference to revise the design for the skate park. American Ramp Company shall provide both conceptual design and construction documents for the project.
Following is a description of the tasks. Please note that Task 8 reflects the next task number following previously contracted work.
SCOPE OF SERVICES
Task 8. Phase 2 - Construction Documents
8.1 Skate Park - Conceptual Design
American Ramp Company shall provide a revised concept for the skate park utilizing on -grade prefabricated skate park components. As part of the initial design, American Ramp shall create preliminary skatepark concept, verify design is responsive to site conditions and budget, and provide illustrations of the skatepark design. American Ramp will additionally provide a general cost estimate based on unit sums for proposed skatepark and provide opinion of construction costs.
Deliverables: Skate Park Concept illustrations
8.2 Phase 2 - 100% PS+E
Utilizing the existing approved Bid Plan for Stewart Park and revisions associated with RFIs from the construction of Phase 1, the PlaceWorks team shall develop a standalone bid set for Phase 2 improvements, including revised plans, specifications, and estimate (PS+E).
The plans shall be updated to include all construction currently underway for Phase 1 as the "existing condition" for the contractor, titled "Phase 1 Completion Plan." The plans will include all design work proposed for Phase 1 along with approved changes to date for Phase 1. The City shall provide language related to contractor responsibility related to verifying existing conditions for the PlaceWorks team to add to plans.
July 17, 2026 I Page 2
PLACEWORKS
The plans shall only provide construction information for Phase 2 elements, including the basketball/pickleball courts, picnic shade structures, second playground, skate park, and stage, as well as pathways, planting, and lighting with the southern half of Stewart Park.
The plans are anticipated to include:
Table 1 Plan Sheets
Sheet Title
Responsibility
2 Title Sheet and Location Map
PlaceWorks
Notes, Legend and Abbreviations
PlaceWorks
Phase 1 Completion Plan (Existing Conditions) BKF
Phase 2 Demolition Plan
BKF
2 Erosion Control Plans @1:20 BKF
2 Grading & Drainage Plans @1:20
BKF 2'
Site Improvements/Horizontal Control Plans @1:20 BKF
2 Civil Construction Details
BKF 3
Landscape Construction Plans @1:20
PlaceWorks 2
Landscape Details
PlaceWorks 6
Electrical Plans @1:20
PBS Engineers 4
Electrical Details
PBS Engineers 4
Skate Park Plans @1:10 American Ramp Company 1
Skate Park Details American Ramp Company 2
Structural General Notes
Spire Structural 1
Structural Plans and Details
Spire Structural 3
Irrigation Plans @1:20
Sweeney + Associates 4
Irrigation Details Sweeney + Associates
2 Planting Plan @1:20
PlaceWorks 4
Planting Details
Sweeney + Associates 2
Pre -Manufactured Structure Schematics PlaceWorks
July 17, 2026 I Page 3
PLACEWORKS
The plans shall include two bid alternates:
1. Stage structure and slab
2. Skate park
The plans will be accompanied by technical specifications in CSI format and a cost estimate.
The PlaceWorks team will submit the plans for review by the City Engineer. Based on City's review comments, PlaceWorks will make minor revisions to the 100% submittal and refine it to a Final set for going to bid purposes.
Deliverables: 100% PS+E; Final PS+E (Bid Set)
Task 9. Phase 2 - Construction Administration
9.1 Phase 2 - Construction Administration
Construction of Phase 2 as a separate mobilization is anticipated to extend the construction period by six (6) months. The PlaceWorks team will continue to assist the City with Construction Administration during this phase, including the following tasks:
■ Pre -Construction Meeting. The PlaceWorks team will attend a pre -construction meeting with City staff and the Contractor to review the drawings, specs, and coordination requirements. ■ Project Coordination Meetings. PlaceWorks will participate in one project coordination meeting per week of the anticipated Phase 2 construction phase. It is anticipated that the project coordination meeting will held virtually with one coordination meeting per month occurring on site or in coordination with construction progress monitoring or field review. ■ Construction Site Visits. The PlaceWorks team will conduct site visits to review the required mock-ups and field samples as indicated in the Technical Specifications. It is anticipated that PlaceWorks will conduct one site visit per month with up to five (5) additional site visits by the PlaceWorks team throughout construction.
■ Submittal Responses. The PlaceWorks team will review submittals for conformance to plans and specifications and prepare a written response for each submittal. ■ RFIs and Supplemental Information. The PlaceWorks team will respond to questions from the Contractor in the field, as requested by the City. PlaceWorks will respond in a timely and efficient manner to the contractor's requests for additional information. If clarification on design intent is needed or a changed condition is found, the PlaceWorks team will develop Supplemental Information material for the contractor as needed.
July 17, 2026 I Page 4
PLACEWORKS
• Punchlist. The PlaceWorks team will develop a draft punch list for the field inspector and contractor's review following a pre -final site visit. PlaceWorks will participate in a final site visit to go over the items in the punch list, once the contractor has indicated the list is complete.
Costs
As shown in Table 2, the estimated cost to complete the scope of work described in this proposal is $161,817.
Assumptions
The additional fee request incorporates the following assumptions:
• The City shall provide and compile General Conditions and Supplemental Conditions for the project bid.
• All site furnishings and structures shall be purchased and installed by the contractor.
Structural drawings for the stage structure, picnic structures, and playground equipment shall be a deferred submittal for the contractor and shall not be included in the PlaceWorks' teams plans.
• No additional wet utility work (sewer and water) will be required. • No coordination with utility agencies is included within the scope. • The City shall develop bid schedule.
• A new geotechnical report will not be required.
• No additional water quality management plan documents are required. • No additional survey or field observations will be required to develop the Phase 2 - 100% PS+E. The City shall provide language related to contractor responsibility related to verifying existing conditions for the PlaceWorks team to add to plans. The consultant team shall not be responsible for changes in existing conditions and proposed design.
Respectfully submitted,
PlaceWorks
Jesse Jones
Associate Principal
July 17, 2026 I Page 5
The PlaceWorks Team
Stewart Park - Contract Modification #2
TABLE 2. COST PROPOSAL
Title
Role:
PLACEWORKS
Jesse Jones Bryan Groves
Associate
Principal
PIC
Associate
Landsape
Designer
Hourly Rate:,
$240
$190
Place- PLACE -
Works WORKS
Hours TOTAL
SUBCONSULTANTS
BKF
Civil
Engineering
PBS
Electrical
Engineering
Spire
Structural
Engineering
Sweeney
Irrigation
American Ramp
Skate Park
10%
Subconsultants
Markup
SUBCONSULTANTS
TOTAL
TOTAL
TASK
BUDGET
Task 8. Phase 2 — Construction Documents
8.1 Skate Park —Conceptual Design
0 $0
$0
$0
$0
$0
$7,000
$700
$7,700
$7,700
8.2 Phase 2 — 100% PS+E
40 96
136 $27,840
$33,220
$7,600
$6,275
$13,200
$16,000
$7,630
$83,925
$111,765
Task 8. Subtotal
40 96
136
$27,840
$33,220
$7,600
$6,275
$13,200
$23,000
$8,330
$91,625
$119,465
Task 9. Phase 2 - Construction Administration
2.1 Phase 2 - Construction Administration
96 96
$23,040
7,782
3,582
3,786
2,406
0 $1,756
$19,312
$42,352
Task 9. Subtotal
96 0
96 $23,040
$7,782
$3,582
$3,786
$2,406
$0
$1,756
$19,312
$42,352
Labor Hours Total
Labor Dollars Total
136
$32,640
96 $18,240
232
PlaceWorks Percent of Total Labor
58.6%
41.4% 100.0%
$161,817
GRAND TOTAL
BEAUMONT
C A L I F O R N I A
California Levine Act Statement
California Government Code Section 84308, commonly referred to as the "Levine Act," prohibits any Beaumont City Council Member from participating in any action related to a contract or application if he or she receives any political contributions totaling more than $500 within the previous twelve months, and for twelve months following the date a final decision from the business/board or applicant.
The Levine Act also requires a member of the Beaumont City Council who has received such a contribution to disclose the contribution on the record of the proceeding.
Current Beaumont City Council Members are listed at:
https://www.beaumontca.govl29/City-Council
Proposers are responsible for accessing this link to review the names prior to answering the following questions.
1. Have you or your company, or any agent/board member on behalf of you or your company/entity, made any political contributions of more than $500 to any Beaumont City Council Member in the 12 months preceding the date of the submission of your proposal or application, or the anticipated date of any Council action? YES If yes, please identify the Council Member(s):
X NO
2. Do you or your company/entity, or any agency on behalf of you or your company/entity, anticipate or plan to make any political contribution of more than $500 to any Beaumont City Council Member in the 12 months following any Council action related to your proposal or application?
YES If yes, please identify the Council Member(s):
X NO
Answering yes to either of the two questions above does not preclude the Beaumont City Council from awarding a contract or approving an application or any subsequent action. It does however, preclude the identified Council Member(s) from participating in any actions related to your proposal or application.
7-16-26
Date
cutn 6-11.Q Q
Signature of authorized individual
PlaceWorks
Company/Applicant Name
City of Beaumont 1550 E. 6th Street, Beaumont, CA 92223 I (951) 769-8520 I BeaumontCA.gov
BEAUMONT
-C A L I F O R N A -
Staff Report
TO: Honorable Mayor and Members of the City Council
FROM: Doug Story, Director of Community Services
BY: Don Craw, Assistant Director of Community Services
DATE: July 21, 2026
SUBJECT: Award of Contract to Kodiak Painting, Inc. for the City -Wide Facility Painting Project
Description: Approval of a Public Works Contract with Kodiak Painting, Inc. for City- wide facility painting services at the Beaumont Police Station, Police Station Annex, and Albert Chatigny Community Recreation Center.
Motion:
If the City Council determines that staff's recommendation is appropriate, the following motion is provided:
I move to approve and authorize the City Manager to execute a Public Works Contract with Kodiak Painting, Inc. for the City -Wide Facility Painting Project in the amount of $73,000, authorize a project contingency of $7,300 (10%), for a total authorized project amount not to exceed $80,300, and authorize the City Manager to approve and execute change orders within the approved contingency amount.
Recommendation:
Staff recommends that the City Council approve and authorize execution of a Public Works Contract with Kodiak Painting Inc. for the City -Wide Facility Painting Project, along with a contingency amount to support any necessary change orders. Kodiak Painting Inc. submitted the lowest responsive and responsible bid and demonstrated the required licensing, qualifications, and experience to perform the exterior improvements at the Beaumont Police Station, Police Station Annex, and Albert Chatigny Community Recreation Center. Awarding the contract will allow the City to complete important maintenance work that protects public facilities, enhances appearance, and preserves City assets, with the project determined to be categorically exempt under CEQA.
Discussion:
The Community Services Department solicited bids for the City -Wide Facility Painting Project to provide exterior painting improvements at the Beaumont Police Station, Police Station Annex, and Albert Chatigny Community Recreation Center. The project includes surface preparation, priming, and painting of exterior building surfaces to preserve City assets, improve facility appearance, and protect structures from weather - related deterioration.
The Invitation for Bid was publicly advertised on April 28, 2026, with a mandatory pre - bid meeting held on May 12, 2026. Bids were received through the City's PlanetBids procurement platform on May 28, 2026. The project was advertised and administered in accordance with California Public Contract Code requirements for public works projects.
Kodiak Painting, Inc. submitted the lowest responsive and responsible bid in the amount of $73,000. The bid included painting of the Police Station ($17,500), Police Station Annex ($7,900), and Albert Chatigny Community Recreation Center ($47,600).
Staff reviewed the submitted bid documents and determined that Kodiak Painting, Inc. possesses the required California C-33 Painting Contractor License, maintains Department of Industrial Relations registration, submitted the required bid security, and demonstrated experience performing similar public and private painting projects.
Award of this contract will allow the City to complete needed maintenance improvements to several public facilities and extend the useful life of these assets.
The project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15301 (Existing Facilities), which consists of maintenance and minor alteration of existing public facilities involving negligible or no expansion of existing use.
The public benefit of this project includes preservation of public infrastructure, improved facility appearance, protection of City -owned assets, and continued provision of safe and functional public facilities for residents and visitors.
Fiscal Impact:
The contract amount is $73,000. Staff recommends establishing a contingency of $7,300 (10%) for unforeseen conditions and minor project modifications, resulting in a total authorized project budget of $80,300.
Funding for the project is available within the Internal Service Fund (ISF) Building Fund under Project No. ISFB-17. The current available project balance is approximately $205,000. Following award of the contract and authorization of the contingency, approximately $124,700 will remain available within the project budget. Any use of contingency funds shall require City Manager approval and will be limited to changes necessary to complete the project within the approved scope and budget.
Alternatives:
The City Council may choose not to approve the contract and instead provide alternative direction to staff.
Attachments:
A. Bid Proposal — Kodiak Painting, Inc.
B. Public Works Agreement
C. Bid Tabulation
City of Beaumont Invitation
for Bid
NAME OF BIDDER:
BEAUMONT
-CALIFORNIA-
BID FORM
Kodiak Painting, Inc
City-wide Facility
Painting Services
The undersigned, hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all plans, specifications, and all addenda, if any, for the following Project:
City-wide Facility Painting
We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services, and to discharge all duties and obligations necessary and required to perform and complete the Project for the following BASE BID TOTAL BID PRICE:
BASE
BID
BASE BID PRICE
(IN WRITTEN FORM)
BID PRICE
(IN NUMBERS)
Base Bid:
Seventy -Three Thousand Dollars
$73,000
TOTAL
BID PRICE
Seventy -Three Thousand Dollars
$73,000
In case of discrepancy between the written price and the numerical price, the written price shall prevail.
14
City of Beaumont Invitation
for Bid
BEAUMONT
-CALIFORNIA-
BASE BID
BID SCHEDULE
City-wide Facility Painting
City-wide Facility
Painting Services
ITEM
NO.
DESCRIPTION OF ITEMS
EST.
QUANTITY/UN IT
TOTAL COST
(FIGURES)
1 Police Station Exterior Paint
1 Lump
Sum
$17,500
2 Police Station Annex Exterior Paint
1 Lump
Sum
$7,900
3 Albert Chatigny Recreation Center
Exterior Paint
1 Lump
Sum
$47,600
Total Cost
$73,000
15
City of Beaumont Invitation
for Bid
-CALIFORNIA-
City-wide Facility
Painting Services
Items include references to specification sections where applicable. Contractor shall verify section and all specifications for bid item. Listed items and references are not intended to provide a complete list of all work included. All specifications and contract documents shall be considered when bidding.
In case of discrepancy between the unit price and the item cost set forth for a unit basis item, the unit price shall prevail and, shall be utilized as the basis for determining the lowest responsive, responsible bidder. However, if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or is omitted, or is the same amount as the entry in the "Item Cost" column, then the amount set forth in the "Item Cost" column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price. Final payment shall be determined by the Engineer from measured quantities of work performed based upon the unit price.
In case of discrepancy between the written price and the numerical price, the written price shall prevail.
16
City of Beaumont Invitation
for Bid
BEAUMONT
-CALIFORNIA-
BID CERTIFICATION
City-wide Facility Painting
City-wide Facility
Painting Services
Bidder certifies that it is licensed in accordance with the law providing for the registration of Contractors,
License No.
Expiration Date
Class of license
1100635
07/31/2026
California
If the bidder is a joint venture, each member of the joint venture must include the above information.
The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents:
1. Addenda No. 1 thru 4
2. Attached is the required bid security in the amount of not less than 10% of the Total Bid Price.
3. Attached is the fully executed Non -Collusion Affidavit form.
4. Attached is the completed Designation of Subcontractors form.
5. Attached is the completed Bidder Information Form.
6. Attached is the completed Contractor's Certificate Regarding Workers' Compensation form.
Bidder acknowledges and understands that, pursuant to Public Contract Code Section 20676, sellers of "mined material" must be on an approved list of sellers published pursuant to Public Resources Code Section 2717(b) in order to supply mined material for this Contract.
I hereby certify under penalty of perjury under the laws of the State of California, that all of the information submitted in connection with this Bid and all of the representations made herein are true and correct.
Name of Bidder
Signature
Name and Title
Dated
Kodiak Painting, Inc
Jason Morton - President
05/14/2026
17
City of Beaumont
Request for Bid
BEAUMONT
-CALIFORNIA-
IRAN CONTRACTING ACT CERTIFICATION
City-wide Facility Painting
As required by California Public Contract Code Section 2204, the Contractor certifies subject to penalty for perjury that the option checked below relating to the Contractor's status in regard to the Iran Contracting Act of 2010 (Public Contract Code Section 2200 et seq.) is true and correct:
® The Contractor is not:
(1) identified on the current list of person and entities engaged in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203; or (2) a financial instruction that extends, for 45 days or more, credit in the amount of $20,000,000 or more to any other person or entity identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran. ❑ The City has exempted the Contractor from the requirements of the Iran Contracting Act of 2010 after making a public finding that, absent the exemption, the City will be unable to obtain the goods and/or services to be provided pursuant to the Contract.
❑ The amount of the Contract payable to the Contractor for the Project does not exceed $1,000,000.
Signature:
Printed Name: Jason Morton
Title: President
Firm Name: Kodiak Painting
Date: 05/23/2026
Note: In accordance with Public Contract Code Section 2205, false certification of this form shall be reported to the California Attorney General and may result in civil penalties equal to the greater of $250,000 or twice the Contract amount, termination of the Contract and/or ineligibility to bid on contracts for three years.
City of Beaumont
Request for Bid
BEAUMONT
-CALIFORNIA-
FLEET COMPLIANCE CERTIFICATION
City-wide Facility Painting
Bidder hereby acknowledges that they have reviewed the California Air Resources Board's policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the "Regulation"). Bidder hereby certifies, subject to penalty for perjury, that the option checked below relating to the Bidder's fleet, and/or that of their subcontractor(s) ("Fleet") is true and correct:
❑ The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. ❑ The Fleet is exempt from the Regulation under section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto.
❑ Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. third party correspondence or vendor bids).
❑ The Fleet is exempt from the requirements of the Regulation pursuant to section 2449(i)(4) because this Project has been deemed an Emergency, as defined under section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to section 2449(i)(4).
® The Fleet does not fall under the Regulation or are otherwise exempted and a detailed reasoning is attached hereto.
Firm Name: Kodiak Painting, Inc.
Signature:
Printed Name: Jason Morton
Title: President
Date: 05/14/2026
CONTRACTOR CERTIFICATION
CALIFORNIA AIR RESOURCES BOARD (CARB)
IN -USE OFF -ROAD DIESEL FUELED FLEET CERTIFICATION OF COMPLIANCE I hereby certify that Contractor is familiar with the requirements of California Code of Regulations (CCR) Title 13 sections 2449, 2449.1, and 2449.2, In -Use Off -Road Diesel Fueled Fleet Regulation (Off -Road Regulation) Compliance (CARB), and that Contractor shall comply with these requirements:
1. Certification of Compliance. I hereby certify that I and all of my subcontractors will conform to the California Air Resource Board ("CARB") In -Use Off -Road Diesel -Fueled Fleets requirements for all work involving the use of vehicles subject to the regulations, including, without limitation, as applicable, the Contracting Requirements in Title 13 CCR section 2449, subdivision (i), subparts (1) — (4), and the Prime Contractor Requirements in Title 13 CCR section 2449, subdivision (j), subparts (1) — (5).
2. Instructions. Check one (1) box below.
❑ Contractor's current CARB issued Certificate of Reported Compliance accompanies this Certification. (If this box is checked, the valid Certificate(s) Reported Compliance with this Regulation for In -Use Off -Road Disel-Fuled Fleet provided by CARB for the fleet selected for the contract and their listed subcontractors, if applicable must be provided with this form.)
X Contractor certifies that its work on the Project (including work of its Subcontractors) does not involve the use of vehicles subject to the CARB In -Use Off -Road Diesel -Fueled Fleets requirements.
3. I further certify that each of the Contractor's listed subcontractors is familiar with these requirements and shall also comply.
*Note: All Subcontractor(s) Certificate of Reported Compliance Number(s) shall be listed on the Designation of Subcontractors table contained in the Bid Proposal.
Failure to submit this form or comply with any of the above requirements may result in the bid to be found non -responsive and the bid bond forfeited. Bidder shall ensure that their fleet, as well as all rental fleets and subcontractor fleets, maintain their active and current CARB certification for the duration of the project.
The Bidder certifies under penalty of perjury under the laws of the State of California that the information provided in this form is true and correct.
Bidder's Company Name:
Signature: _
Print Name:
Kodiak Painting, Inc
Date: 05/14/2026
Jason Morton
City of Beaumont
Request for Bid
BEAUMONT
-CALIFORNIA-
City-wide Facility Painting
CONTRACTOR'S CERTIFICATE REGARDING
WORKERS' COMPENSATION
City-wide Facility Painting
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract.
Name of Bidder Kodiak Painting, Inc
Signature
Name and Title
Dated
Jason Morton - President
05/14/2026
City of Beaumont
Request for Bid
/t
BEAUMONT
BID BOND
City-wide Facility Painting
The makers of this bond are,
Kodiak Painting Inc
City-wide Facility Painting
BOnd No.67885860
as Principal, and
WESTERN SURETY COMPANY
, as Surety
and are held and firmly bound unto the City of Beaumont, hereinafter called the City, in the penal sum of TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal submitted to CITY for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated May 28th 2026, for City-wide Facility Painting
If the Principal does not withdraw its bid within the time specified in the Contract Documents; and if the Principal is awarded the Contract and provides all documents to the City as required by the Contract Documents; then this obligation shall be null and void. Otherwise, this bond will remain in full force and effect.
Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents shall in affect its obligation under this bond, and Surety does hereby waive notice of any such changes.
In the event a lawsuit is brought upon this bond by the City and judgment is recovered, the Surety shall pay all litigation expenses incurred by the City in such suit, including reasonable attorneys' fees, court costs, expert witness fees and expenses. 21
City of Beaumont
Request for Bid
/t
BEAUMONT
City-wide Facility Painting
IN WITNESS WHEREOF, the above -bound parties have executed this instrument under their several seals this 28_-1 day of May , 2026, the name and corporate seal of each corporation.
(Corporate Seal) Kodiak Paintin Inc
Principal
By
Title
WESTERN SURETY COMPANY
(Corporate Seal) Surety
By
Attorney -in -Fact
(Attach Attorney -in -Fact Certificate) Title
22
City of Beaumont
Request for Bid
STATE OF CALIFORNIA )
)ss.
CITY OF
On this
day of
City-wide Facility Painting
/t
BEAUMONT
, in the year 2025, before me,
, a Notary Public in and for said state, personally
appeared , known to me to be the person
whose name is subscribed to the within instrument as the Attorney -In -Fact of the (Surety) acknowledged to me that he subscribed the name of the (Surety) thereto and his own name as Attorney -In -
Fact.
Notary Public in and for said State
(SEAL)
Commission expires:
NOTE: A copy of the Power -of -Attorney to local representatives of the bonding company must be attached hereto.
23
Western Surety Company
POWER OF ATTORNEY - CERTIFIED COPY
Bond No. 67835860
Know All Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota, and having its principal office in Sioux Falls, South Dakota (the "Company"), does by these presents make, constitute and appoint C . Bendt
its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred, to execute, acknowledge and deliver for and on its behalf as Surety, bonds for:
Principal: Kodiak Painting Inc
Obligee: City of Beaumont
Amount: $1,000,000.00
and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Vice President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said attorney(s)-in- fact may do within the above stated limitations. Said appointment is made under and by authority of the following bylaw of Western Surety Company which remains in full force and effect.
"Section 7. All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." This Power of Attorney may be signed by digital signature and sealed by a digital or otherwise electronic -formatted corporate seal under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 27th day of April, 2022:
"RESOLVED: That it is in the best interest of the Company to periodically ratify and confirm any corporate documents signed by digital signatures and to ratify and confirm the use of a digital or otherwise electronic -formatted corporate seal, each to be considered the act and deed of the Company."
If Bond No. 67885860 is not issued on or before midnight of August 26th, 2026 authority .crw i'wedan this Power of Attorney shall expire and terminate. tness erea :Western Surety Company has caused these presents to be signed by its Vice President, Larry Kasten, and its c oi'ate _seal,t°a:be, affi 4his 28th day of May 2026
STAi E 1F S�9i7TI3 I3 t l A
COUNTY OF3VII°NNI�IIA
}ss
On this 28th day of
, all
WESTERN SURETY COMPANY
Larry Kasten, Vice President
May , in the year 2026 , before me, a notary public, personally appeared Larry Kasten, who being to me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of WESTERN SURETY COMPANY and acknowledged said instrument to be the voluntary act aryd'2bged if said corporation. f
P. DAHL
My Commission Expires June 18, 2031
Notary Public - South Dakota
the undersigne of u cer o estern urety Company, a stock corporation of the State of South Dakota, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable, and furthermore, that Section 7 of the bylaws of the Company as set forth in the Power of Attorney is now in force.
In testimony whereof, I have hereunto set my hand and seal of Western Surety Company this 2 8th day of May 2026
WESTERN SURE COMPANY
arry Kasten, Vice President
To validate bond authenticity, go to www.cnasurety.com > Owner/Obligee Services > Validate Bond Coverage.
Form F5306-5-2023
ACKNOWLEDGMENT OF SURETY
(Corporate Officer)
STATE OF SOUTH DAKOTA
COUNTY OF MINNEHAHA5 ss
On this 15th day of
May
2026 , before me, a Notary Public in
and for said County, personally appeared C. Bendt, Assistant Secretary personally known to me, who being by me duly sworn, did say that he/she is the aforesaid officer of WESTERN SURETY COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota, that the seal affixed to the foregoing instrument is the corporate seal of said corporation, that the said instrument was signed, sealed and executed on behalf of said corporation by authority of its Board of Directors, and further acknowledge that the said instrument and the execution thereof to be the voluntary act and deed of said corporation.
IN WITNESS WHEREOF, I have hereunto subscribed my name and a ""ixed my official seal the day and year last above written.
My commission expires:
s J. GORDON i
J• AE NOTARY PUBLIC s
SE
s SOUTH DAKOTA 3s,
My Commission Expires May 27, 2029
Notary Public
Form F11692-11-2020
City of Beaumont
Request for Bid
BEAUMONT
-CALIFORNIA-
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS That
City-wide Facility Painting
WHEREAS, the City of Beaumont (hereinafter designated as the "City"), by action taken or a resolution passed , 20 has awarded to hereinafter designated as the "Principal," a contract for the work described as follows:
(the
"Project"); and
WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.
NOW THEREFORE, we, the Principal and as Surety, are held and firmly bound unto the City in the penal sum of Dollars ($ ) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 3181 of the Civil Code, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, including reasonable attorneys' fees, court costs, expert witness fees and investigation expenses.
This bond shall inure to the benefit of any of the persons named in Section 3181 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond.
It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any
City of Beaumont
Request for Bid
BEAUMONT
-CALIFORNIA-
breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 3110 or 3112 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned.
IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed unoriginal thereof, have been duly executed by the Principal and Surety above named, on the day of 20 the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.
(Corporate Seal of Principal,
if corporation) Principal (Property Name of Contractor) City-wide Facility Painting
(Seal of Surety)
By
By
(Signature of Contractor)
Surety
Attorney in Fact
(Attached Attorney -In -Fact Certificate and Required Acknowledgements) *Note: Appropriate Notarial Acknowledgments of Execution by Contractor and +surety and a power of Attorney MUST BE ATTACHED.
City-wide Facility Painting
City of Beaumont
Request for Bid
BEAUMONT
-CALIFORNIA
DESIGNATION OF SUBCONTRACTORS
City-wide Facility Painting
In compliance with the Subletting and Subcontracting Fair Practices Act of the Public Contract Code of the State of California, each bidder shall set forth below: the name, the location of the place of business, the California contractor license number, and public works contractor registration number issued of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid.
Portion of the
Work
Subcontractor
Location of
Business
License
Number.
Public Works
Contractor
Registration
Number
% of
Work
none
none
none
none
none
none
City of Beaumont
Request for Bid
BEAUMONT
-CALIFORNIA-
City-wide Facility Painting
Portion of the
Work
Subcontractor
Location of
Business
License
Number.
Public Works
Contractor
Registration
Number
% of
Work
City of Beaumont
Request for Bid
BEAUMONT
-CALIFORNIA-
City-wide Facility Painting
Portion of the
Work
Subcontractor
Location of
Business
License
Number.
Public Works
Contractor
Registration
Number
% of
Work
Name of Bidder
Signature
Name and Title
Dated
Kodiak Painting, Inc
Jason Morton - President
05/14/2026
City-wide Facility Painting
City of Beaumont
Request for bid
BEAUMONT
-CALIFORNIA-
INFORMATION REQUIRED OF BIDDERS
City-wide Facility Painting
A. INFORMATION ABOUT BIDDER
[**Indicate not applicable ("N/A") where appropriate.**] NOTE: Where Bidder is a joint venture, pages shall be duplicated and information provided for all parties to the joint venture.
Kodiak Painting, Inc
1.0 Name of Bidder:
2.0 Type, if Entity:
3.0 Bidder Address:
S -Corp
1040 N California Ave, Beaumont, CA 92223
951-403-3444
Facsimile Number Telephone Number
4.0 License Information:
1100635 C-33
07/31/2026
License No.
2000004908
Class of License Expiration Date
DIR Registration No.
5.0 How many years has Bidder's organization been in business as a Contractor? 4 6.0 How many years has Bidder's organization been in business under its present 4 name?
5.1 Under what other or former names has Bidder's organization operated? none
City-wide Facility Painting
City of Beaumont
Request for bid
BEAUMONT
-CALIFORNIA-
7.0 If Bidder's organization is a corporation, answer the following:
02/27/2024
7.1 Date of Incorporation:
7.2 State of Incorporation:
7.3 President's Name: Jason Morton
California
7.4 Vice -President's Name(s): None
None
7.5 Secretary's Name:
None
7.6 Treasurer's Name:
8.0 If an individual or a partnership, answer the following:
8.1 Date of Organization:
8.2 Name and address of all partners (state whether general or limited partnership):
9.0 If other than a corporation or partnership, describe organization and name principals:
10.0 List other states in which Bidder's organization is legally qualified to do business. none
City-wide Facility Painting
City of Beaumont
Request for bid
BEAUMONT
-CALIFORNIA-
11.0 What type of work does the Bidder normally perform with its own forces? Painting
12.0 Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:
None
13.0 Within the last five years, has any officer or partner of Bidder's organization ever been an officer or partner of another organization when it failed to complete a contract? If so, attach a separate sheet of explanation:
None
14.0 List Trade References:
Ryan Kedzior - Sherwin Williams - 951-850-4232 [email protected] JT Teague - Vista Paint Corp - [email protected] 951-216-1007 Nick McFayden - NM Building Group - 909-264-0210 [email protected]
15.0 List Bank References (Bank and Branch Address):
Navy Federal Credit union 1049 Harriman PI, San Bernardino, CA 92408
City-wide Facility Painting
City of Beaumont
Request for bid
BEAUMONT
-CALIFORNIA-
16.0 Name of Bonding Company and Name and Address of Agent:
Surety First, Jacinta Schaedler - 2222 Fransico Drive, Suite 220-343 El Dorado hills, CA 95762
City of Beaumont
Request for bid
-,-;=______ ,
BEAUMONT
-< ORNI
B. LIST OF CURRENT PROJECTS (Backlog)
[**Duplicate Page if needed for listing additional current projects.**] City-wide Facility Painting
Project
Description of
Bidder's Work
Completion
Date
Cost of
Bidder's Work
Contact Name &
Phone
Beaumont
Painting Interior and
12/31/2026
'37,500
Vince Holguin
626 807 89'8
Library
Renovation
exterior
3BCUSU Steam
assrooms
Paint 9 classrooms
6/30/2026
53500
Nick McFayden
909 264 0210
3roup 5 and 2
Sunnyside
Tit Up
Exterior Painting
09/30/2026
/8,5UU
Hannai Bi trigs
909 -2L6 -575L
33
City-wide Facility Painting
City of Beaumont
Request for bid
C. LIST OF COMPLETED PROJECTS - LAST THREE YEARS
[**Duplicate Page if needed for listing additional completed projects.**] Please include only those projects which are similar enough to demonstrate Bidder's ability to perform the required Work.
Project Client
Description of
Bidder's Work
Period of
Performance
Cost of Bidder's
Work
Contact Name
& Phone
Hastings Court
Exterior Paint
8 weeks
78000
Dan Austin
323-422-9849
Heritage Ct
Exterior Paint
6 weeks
67000
Lee Lowell
760-827-6027
USPS Santa Ana
Interior Paint
12 weeks
334000
Lucas Halsteac
602 569 7740
Cambridge
Exterior Painting
4 weeks
38000
Mike Swanson
909 838 4456
Healthcare
Beaumont
Interior and
8 weeks
137000
Vince Holguin
626-807-8918
Library
cx-crior point
34
City of Beaumont
Request for bid
-,-;=_,.;' ,
BE MONT
-CALIFORNIA-
City-wide
C. LIST OF COMPLETED PROJECTS - LAST THREE YEARS
[**Duplicate Page if needed for listing additional completed projects.**] Please include only those projects which are similar enough to demonstrate Bidder's ability to perform the required Work.
Project Client
Description of
Bidder's Work
Period of
Performance
Cost of Bidder's
Work
Contact Name
& Phone
34
City-wide Facility Painting
City of Beaumont
Request for bid
BEAUMONT
-CALIFORNIA-
D. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE Personnel:
The Bidder shall identify the key personnel to be assigned to this project in a management, construction supervision or engineering capacity.
1. List each person's job title, name and percent of time to be allocated to this project:
Jason Morton. President. 100%.
2. Summarize each person's specialized education:
Painter for 22 years.
3. List each person's years of construction experience relevant to the project:
Painter for 22 years
4. Summarize such experience:
Commercial painting. Interior and exterior. New construction and repaints. Public works and private jobs.
Bidder agrees that personnel named in this Bid will remain on this Project until completion of all relevant Work, unless substituted by personnel of equivalent experience and qualifications approved in advance by the City.
City-wide Facility Painting
City of Beaumont
Request for bid
Additional Bidder's Statements:
BEAUMONT
-CALIFORNIA-
If the Bidder feels that there is additional information which has not been included in the questionnaire above, and which would contribute to the qualification review, it may add that information in a statement here or on an attached sheet, appropriately marked:
E. VERIFICATION AND EXECUTION
These Bid Forms shall be executed only by a duly authorized official of the Bidder:
I declare under penalty of perjury under the laws of the State of California that the foregoing information is true and correct:
Name of Bidder
Signature
Name and Title
Dated
Kodiak Painting, Inc
Jason Morton - President
05/17/2026
City of Beaumont
Request for bid
I Jason Morton
BEAUMONT
NON -COLLUSION AFFIDAVIT
City-wide Facility Painting
City-wide Facility Painting
• being first duly sworn, deposes and says that he is
of Kodiak Painting, Inc the party making the attached bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid puce of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid
I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
Name of Bidder
Signature
Name and Title
Dated
Kodiak Painting, Inc
9a tr,?i ,t
Jason Morton - President
05/ 1712026
City of Beaumont
Request for bid
STATE OF CALIFORNIA )
)ss
CITY OF 11 )
BEAUMONT
City-widn Facility Painting
-)e LCD
ALA
On this If.- day of /".\ -A_ , in the year 2025-: before me, ;„ , _�„ �, �t� (� -► � �L- , a Notary Public in and for said state, personally /appeared t' ".��,, �, n., , known to me to be the person whose name is subscribed to the within Instrument as the Attorney -In -Fact of the (Surety) acknowledged to me that he subscribed the name of the
A\-4 < �� ,� (Surety) thereto and his own name as Attorney -In - F
G AliDtADE MU`lGUTA
'airy Pi is • Gttlornti
~fr2ruC! CC1mty
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Hwy CI:":" Li:,re1 May 25, 20h
fc't l 1. ,•+u
Notary Public in and for said State
(SEAL)
Commission expires. C,`")0(.. -
NOTE: A copy of the Power -of -Attorney to local representatives of the bonding company must be attached hereto
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the Identity of the Individual who signed the document to which this certificate Is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of Riverside
On S/ ( '2/ ?v1(4) before me, G. Andrade Munguia, Notary Public (Insert name and title of the officer)
personally appeared .)BSc,,/\ "(or '<-OY\
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature
4n [t L
(Seal)
G. ANDRADE MUNGUTA ■
Notary Public • California
Riverside County
Commission +r 2402302
My Comm. Expires May 26, 2026!
SHERWIN-WILLIAMS
Product Submittal
CITY OF BEAUMONT
KODIAK PAINTING
Presented By:
Ryan Kedzior
SALES- Sales Representative PC Commercial
[email protected]
SHERWIN-WILLIAMS
1408 S E ST
SAN BERNADINO, CA 92408 2723
(909) 381-2555
May 18, 2026
SHERWIN-WILLIAMS.
Product Submittal
Project: CITY OF BEAUMONT
680 ORANGE, 1588 E 8TH ST, 1310 OAK VALLEY PKWY, ,
BEAUMONT , CA
Customer: KODIAK PAINTING
27788 HARRISON AVE, MENIFEE, CA, 925859573
Dear Jason Morton:
Thank you for considering Sherwin-Williams products for the CITY OF BEAUMONT project. Included in this package is the Sherwin-Williams submittal for the above referenced project.
Should you require assistance or have any questions or concerns, please contact me at or e-mail me at [email protected].
Ryan Kedzior
SALES- Sales Representative PC Commercial
[email protected]
SHERWIN-WILLIAMS
1408 S E ST, SAN BERNADINO, CA 92408 2723
1 0
SHERWIN-WILLIAMS.
KODIAK PAINTING
CITY OF BEAUMONT
May 18, 2026
Exterior Finishes
Concrete Tilt -UP, Stucco, Masonry
Primer: B51W00620 - PrepRite® ProBlock® Interior/Exterior Latex Primer/Sealer Notes: Apply according to data pages
Finish: A82W00351 - A-100® Exterior Latex Satin
Notes: Apply according to data pages- Coat to Cover
**Replacement Product: Behr E 600 PR640 Series
Steel/Ferrous Metal, Doors & Trash Enclosure
Primer: B66W01310 - Pro Industrial Universal Metal Primer Notes: Apply according to data pages
**Replacement Product: BEHR #435 Metal Primer
Finish: B66W01151 - Pro Industrial DTM Acrylic Semi -Gloss Notes: Apply according to data pages- Coat to Cover
**Replacement Product: BEHR 3200 Dtm Semi- Gloss
Galvanized Metal
Primer: B66W01310 - Pro Industrial Universal Metal Primer Notes: Apply according to data pages pages
**Replacement Product: BEHR #435 Metal Primer
Finish: B66W01151 - Pro Industrial DTM Acrylic Semi -Gloss Notes: Apply according to data pages pages- Coat to Cover **Replacement Product: BEHR 3200 Dtm Semi- Gloss
Wood Trim
Primer: B51W00620 - PrepRite® ProBlock® Interior/Exterior Latex Primer/Sealer Notes: Apply according to data pages pages
**Replacement Product: BEHR #436 Multi- Purpose Primer
Finish: B53W05151 - Pro Industrial Wb Urethane Semi- Gloss Notes: Apply according to data pages pages- Coat to Cover **Replacement Product: Behr PR670 Series
SHERWIN- U'ILLIA .
Basic Surface Preparation
Coating performance is directly affected by surface preparation. Coating integrity and service life will be reduced because of improperly prepared surfaces. As high as 80% of all coating failures can be directly attributed to inadequate surface preparation that affects coating adhesion. Proper product selection, surface preparation, and application affect coating performance. Coating integrity and service life will be reduced because of improperly prepared surfaces. Selection and implementation of proper surface preparation ensures coating adhesion to the substrate and prolongs the service life of the coating system.
The majority of paintable surfaces are concrete, ferrous metal, galvanizing, wood and aluminum. They all require protection to keep them from deteriorating in aggressive environments. Selection of the proper method for surface preparation depends on the substrate, the environment, the coating selected, and the expected service life of the coating system. Economics, surface contamination, and the effect on the substrate will also influence the selection of surface preparation methods. Recognize that any surface preparation short of total removal of the old coating may compromise the service length of the system.
Verify the existence of lead based paints on the project. Buildings constructed after 1978 are less likely to contain lead based paints. If lead based paints are suspected on the project, all removal must be done in accordance with the EPA Renovation, Repair and Painting and all applicable state and local regulations. State and local regulations may be more strict than those set under the federal regulations. Verify that Owner has completed a Hazardous Material Assessment Report for the project prior to issuing of Drawings. Concluding that no lead based paints were found on project site, delete paragraph regarding lead based paints.
WARNING! Removal of old paint by sanding, scraping or other means may generate dust or fumes that contain lead. Exposure to lead dust or fumes may cause brain damage or other adverse health effects, especially in children or pregnant women.
Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For more information, call the National Lead Information Center at 1 -800 -424 -LEAD (in US) or contact your local health authority. Removal must be done in accordance with EPA Renovation, Repair and Painting Rule and all related state and local regulations. Care should be taken to follow all state and local regulations which may be more strict than those set under the federal RRP Rule.
No exterior painting should be done immediately after a rain, during foggy weather, when rain is predicted, or when the temperature is below 50°F, unless the products to be used are designed to be used in those environments.
Aluminum — S -W 1: Remove all oil, grease, dirt, oxide and other foreign material by cleaning per SSPC-SP1, Solvent Cleaning.
Block (Cinder and Concrete) — S -W 3: Remove all loose mortar and foreign material. Surface must be free of laitance, concrete dust, dirt, form release agents, moisture curing membranes, loose cement, and hardeners. Concrete and mortar must be cured at least 28 days at 75°F. The pH of the surface should be between 6 and 9. On tilt -up and poured -in -place concrete, commercial detergents and abrasive blasting may be necessary to prepare the surface. Fill bug holes, air pockets, and other voids with a cement patching compound (per ASTMD4261).
Brick S -W 4: Must be free of dirt, loose and excess mortar, and foreign material. All brick should be allowed to weather for at least one year followed by wire brushing to remove efflorescence. Treat the bare brick with one coat of Loxon Conditioner.
Concrete and Masonry — Concrete, Poured — Exterior or Interior— S -W 5: The preparation of new concrete surfaces is as important as the surface preparation of steel. The following precautions will help assure maximum performance of the coating system and satisfactory coating adhesion:
1. Cure — Concrete must be cured prior to coating. Cured is generally defined as concrete poured and aged at a material temperature of at least 75°F for at least 28 days unless specified products are designed for earlier application.
2. Moisture — Reference ASTM F 1869-98 Moisture Test by use of Calcium Chloride or ASTM D4263 Plastic Sheet Method Concrete must be free from moisture as much as possible (it seldom falls below 15%). Vapor pressures, temperature, humidity, differentials, and hydrostatic pressures can cause coatings to prematurely fail. The source of moisture, if present, must be located, and the cause corrected prior to coating.
3. Temperature — Air, surface and material temperatures must be in keeping with requirements for the selected product during and after coating application, until coating is cured.
4. Contamination — Remove all grease, dirt, paint, oil, laitance, efflorescence, loose mortar, and cement by the recommendations listed in the surface preparation section.
5. Surface Condition — Hollow areas, bug holes, voids, honeycombs, fin form marks, and all protrusions or rough edges are to be ground or stoned to provide a continuous surface of suitable texture for proper adhesion of the coating. Imperfections may require filling, as specified, with a recommended Sherwin-Williams product.
6. Concrete Treatment — Hardeners, sealers, form release agents, curing compounds, and other concrete treatments should be removed to ensure adequate coating adhesion and performance.
Methods of Surface Preparation on Concrete per SSPC-SP13/NACE 6 or ICRI 03732 Surface Cleaning Methods:
Vacuum cleaning, air blast cleaning, and water cleaning per ASTM D4258.
Used to remove dirt, loose material, and/or dust from concrete.
Detergent water cleaning and steam cleaning per ASTM D4258.
Used to remove oils and grease from concrete. Prior to abrasive cleaning, and after abrasive cleaning, surfaces should be cleaned by one of the methods described above.
Mechanical Surface Preparation Methods:
Dry abrasive blasting, wet abrasive blasting, vacuum assisted abrasive blasting, and centrifugal shot abrasive blasting per ASTM D4259. Used to remove contaminants, laitance, and weak concrete, to expose subsurface voids, and to produce a sound concrete surface with adequate profile and surface porosity.
High-pressure water cleaning or water jetting per SSPC-SP12-NACE5.
Used to remove contaminants, laitance, and weak concrete, to expose subsurface voids, and to produce a sound concrete surface with adequate profile and surface porosity.
Impact tool methods per ASTM D4259.
Used to remove existing coatings, laitance, and weak concrete. Methods include scarifying, planing, scabbling, and rotary peening. Impact tools may fracture concrete surfaces or cause microcracking requiring surface repair.
Power tool methods per ASTM D4259.
Used to remove existing coatings, laitance, weak concrete, and protrusions in concrete. Methods include circular grinding, sanding, and wire brushing. These methods may not produce the required surface profile to ensure adequate adhesion of subsequent coatings.
Chemical Surface Preparation Methods:
Acid etching per ASTM D4260. Use to remove some surface contaminants, laitance, and weak concrete, and to provide a surface profile on horizontal concrete surfaces. This method requires complete removal of all reaction products and pH testing to ensure neutralization of the acid. Not recommended for vertical surfaces. Etching with hydrochloric acid shall not be used where corrosion of metal in the concrete is likely to occur. Adequate ventilation and safety equipment required.
1. Clean surface per ASTM D4268
2. Wet surface with clean water
3. Etch with 10-15% muriatic acid solution at the rate of 1 gallon per 75 square feet
4. Scrub with stiff brush
5. Allow sufficient time for scrubbing and until bubbling stops
6. If no bubbling occurs, surface is contaminated. Refer to ASTM D4258 or ASTM D4259
7. Rinse surface two or three times. Remove acid/water each time.
8. Surface should a texture similar to medium grit sandpaper.
9. Neutralize surface with a 3% solution of tri-sodium phosphate and flush with clean water.
10. Allow to dry and check for excess moisture.
Cement Composition Siding/Panels — S -W 6: Remove all surface contamination by washing with an appropriate cleaner, rinse thoroughly and allow to dry. Existing peeled or checked paint should be scraped and sanded to a sound surface. Glossy surfaces should be sanded dull. Pressure clean, if needed, with a minimum of 2100 psi pressure to remove all dirt, dust, grease, oil, loose particles, laitance, foreign material, and peeling or defective coatings. Allow the surface to dry thoroughly. If the surface is new, test it for pH, many times the pH may be 10 or higher.
Composition Board (Hardboard) — S -W 9: Some composition boards may exude a waxy material that must be removed with a solvent prior to coating. Whether factory primed or unprimed, exterior composition board siding (hardboard) must be cleaned thoroughly and primed with an alkyd primer.
Copper — S -W 7: Remove all oil, grease, dirt, oxide and other foreign material by cleaning per SSPC-SP2, Hand Tool Cleaning.
Drywall —Interior and Exterior — S -W 8: Must be clean and dry. All nail heads must be set and spackled. Joints must be taped and covered with a joint compound. Spackled nail heads and tape joints must be sanded smooth and all dust removed prior to painting. Exterior surfaces must be spackled with exterior grade compounds.
Galvanized Metal — S -W 10: Allow to weather a minimum of 6 months prior to coating. Clean per SSPC-SP1 using detergent and water or a degreasing cleaner, then prime as required. When weathering is not possible or the surface has been treated with chromates or silicates, first Solvent Clean per SSPC-SP1 and apply a test area, priming as required. Allow the coating to dry at least one week before testing. If adhesion is poor, Brush Blast per SSPC-SP 16 is necessary to remove these treatments.
Plaster — S -W 11: Must be allowed to dry thoroughly for at least 30 days before painting. Room must be ventilated while drying; in cold, damp weather, rooms must be heated. Damaged areas must be repaired with an appropriate patching material.
Bare plaster must be cured and hard. Textured, soft, porous, or powdery plaster should be treated with a solution of 1 pint household vinegar to 1 gallon of water. Repeat until the surface is hard, rinse with clear water and allow to dry.
Steel/Ferrous Metal Substrates
SSPC-SP1- Solvent Cleaning: Solvent cleaning is a method for removing all visible oil, grease, soil, drawing and cutting compounds, and other soluble contaminants. Solvent cleaning does not remove rust or mill scale. Change rags and cleaning solution frequently so that deposits of oil and grease are not spread over additional areas in the cleaning process. Be sure to allow adequate ventilation. Follow manufacturer's safety recommendations when using solvents. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No. 1. (Refer to each products cleaning instructions.
Many acrylic coatings will state; When cleaning the surface per SSPC-SP 1, use only an emulsifying industrial detergent, followed by a water rinse. Do not use hydrocarbon solvents for cleaning.) SSPC-SP2 - Hand Tool Cleaning: Hand Tool Cleaning removes all loose mill scale, loose rust, and other detrimental foreign matter. It is not intended that adherent mill scale, rust, and paint be removed by this process. Mil scale, rust, and paint are considered adherent if they cannot be removed by lifting with a dull putty knife. Before hand tool cleaning, remove visible oil, grease, soluble welding residues, and salts by the methods outlined in SSPC-SP1. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No.2.
SSPC-SP3 - Power Tool Cleaning: Power Tool Cleaning removes all loose mill scale, loose rust, and other detrimental foreign matter. It is not intended that adherent mill scale, rust, and paint be removed by this process. Mil scale, rust, and paint are considered adherent if they cannot be removed by lifting with a dull putty knife. Before power tool cleaning, remove visible oil, grease, soluble welding residues, and salts by the methods outlined in SSPC-SP1. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No.3.
SSPC-SP5 / NACE 1 - White Metal Blast Cleaning: A White Metal Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP5/ NACE No.l.
SSPC-SP6 / NACE 3 - Commercial Blast Cleaning: A Commercial Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter, except for staining. Staining shall be limited to no more than 33 percent of each square inch of surface area and may consist of light shadows, slight streaks, or minor discoloration caused by stains of rust, stains of mill scale, or stains of previously applied paint. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP6/NACE No.3.
SSPC-SP7 / NACE 4 - Brush -Off Blast Cleaning: A Brush -Off Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, loose mill scale, loose rust, and loose paint. Tightly adherent mill scale, rust, and paint may remain on the surface. Mil scale, rust, and coating are considered adherent if they cannot be removed by lifting with a dull putty knife. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP7/NACE No.4.
SSPC-SP10 / NACE 2 - Near -White Blast Cleaning: A Near White Blast Cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter, except for staining. Staining shall be limited to no more than 5 percent of each square inch of surface area and may consist of light shadows, slight streaks, or minor discoloration caused by stains of rust, stains of mill scale, or stains of previously applied paint. Before blast cleaning, visible deposits of oil or grease shall be removed by any of the methods specified in SSPC-SP 1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPCSP10/ NACE No.2.
SSPC-SP11 - Power Tool Cleaning to Bare Metal: Metallic surfaces that are prepared according to this specification, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxide corrosion products, and other foreign matter. Slight residues of rust and paint may be left in the lower portions of pits if the original surface is pitted. Prior to power tool surface preparation, remove visible deposits of oil or grease by any of the methods specified in SSPC -SP 1, Solvent Cleaning, or other agreed upon methods. For complete instructions, refer to Steel Structures Paint Council Surface Preparation Specification No.11.
SSPC-SP12 / NACE 5 - Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating: High- and Ultra -High Pressure Water Jetting for Steel and Other Hard Materials This standard provides requirements for the use of high- and ultra -high pressure water jetting to achieve various degrees of surface cleanliness. This standard is limited in scope to the use of water only, without the addition of solid particles in the stream. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP 12/NACE No.5.
SSPC-SP13 / NACE 6 or ICRI 03732 - Surface Preparation of Concrete: This standard gives requirements for surface preparation of concrete by mechanical, chemical, or thermal methods prior to the application of bonded protective coating or lining systems. The requirements of this standard are applicable to all types of cementitious surfaces including cast -in -place concrete floors and walls, precast slabs, masonry walls and shotcrete surfaces. An acceptable prepared concrete surface should be free of contaminants, laitance, loosely adhering concrete, and dust, and should provide a dry, sound, uniform substrate suitable for the application of protective coating or lining systems. Depending upon the desired finish and system, a block filler may be required. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP13/NACE No.6 or ICRI 03732 SSPC-SP14 / NACE 8 — Industrial Blast Cleaning: This standard gives requirements for industrial blast cleaning of unpainted or painted steel surfaces by the use of abrasives. This joint standard allows defined quantities of mill scale and/or old coating to remain on the surface. An industrial blast cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dust, and dirt. Traces of tightly adherent mill scale, rust, and coating residue are permitted to remain on 10% of each unit area of the surface. The traces of mill scale, rust, and coating shall be considered tightly adherent if they cannot be lifted with a dull putty knife. Shadows, streaks, and discolorations caused by stains of rust, stains of mill scale, and stains of previously applied coating may be present on the remainder of the surface.
SSPC-SP16 Brush -Off Blast Cleaning of Coated and Uncoated Galvanized Steel, Stainless Steels, and Non -Ferrous Metals: This standard covers the requirements for brush-off blast cleaning of uncoated or coated metal surfaces other than carbon steel by the use of abrasives. These requirements include visual verification of the end condition of the surface and materials and procedures necessary to achieve and verify the end condition. A brush-off blast cleaned non-ferrous metal surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, dust, metal oxides (corrosion products), and other foreign matter. Intact, tightly adherent coating is permitted to remain. A coating is considered tightly adherent if it cannot be removed by lifting with a dull putty knife.
High- and Ultra -High Pressure Water Jetting for Steel and Other Hard Materials:
SSPC-SP WJ-1/NACE WJ-1: Clean to Bare Substrate (WJ-1) is intended to be similar to the degree of surface cleanliness of SSPC-SP 5/NACE 1, except that stains are permitted to remain on the surface. This standard is used when the objec-tive is to remove every trace of rust and other corrosion products, coating and mill scale.
SSPC-SP WJ-2/NACE WJ-2: Very Thorough Cleaning (WJ-2) is intended to be similar to the degree of surface cleanliness of SSPC-SP 10/NACE 2, except that tightly adherent material, rather than only stains, is permitted to remain on the surface. This standard is used when the objec-tive is to remove almost all rust and other corrosion products, coating, and mill scale.
SSPC-SP WJ-3/NACE WJ-3: Thorough Cleaning (WJ-3) is intended to be similar to the degree of surface cleanliness of SSPC-SP 10/NACE 2, except that tightly adherent material, rather than only stains, is permitted to remain on the surface. This standard is used when the objective is to remove much of the rust and other corrosion products, coating, and mil scale, leaving tightly adherent thin films.
SSPC-SP WJ-4/NACE WJ-4: Light Cleaning (WJ-4) is intended to be similar to the degree of surface cleanli-ness of SSPC- SP 10/NACE 2, except that tightly adherent material, rather than only stains, is permitted to remain on the surface. This standard is used when the objective is to allow as much of the tightly adherent rust and other corro-sion products, coating, and mill scale to remain as possible, Discoloration of the surface may be present.
Water Blasting NACE Standard RP -01-72: Removal of oil grease dirt, loose rust, loose mill scale, and loose paint by water at pressures of 2,000 to 2,500 psi at a flow of 4 to 14 gallons per minute.
Stucco S -W 22 :Must be clean and free of any loose stucco. If recommended procedures for applying stucco are followed, and normal drying conditions prevail, the surface may be painted in 30 days. The pH of the surface should be between 6 and 9.
Wood —Exterior — S -W 23: Must be clean and dry. Prime and paint as soon as possible. Knots and pitch streaks must be scraped, sanded, and spot primed before a full priming coat is applied. Patch all nail holes and imperfections with a wood filler or putty and sand smooth. Caulk should be applied after priming.
Wood —Interior — S -W 24: All finishing lumber and flooring must be stored in dry, warm rooms to prevent absorption of moisture, shrinkage, and roughening of the wood. All surfaces must be sanded smooth, with the grain, never across it. Surface blemishes must be corrected and the area cleaned of dust before coating.
Vinyl Siding, Architectural Plastics, PVC & Fiberglass: — S -W 24: Clean the surface thoroughly by scrubbing with warm, soapy water. Rinse thoroughly, prime with appropriate white primer. Do not paint vinyl with any color darker than the original color. Do not paint vinyl with a color having a Light Reflective Value (LRV) of less than 56 unless VinylSafe® Colors are used.
If VinylSafe® Colors are not used and darker colors lower than an LRV of 56 are, the vinyl may warp. Follow all painting guidelines of the vinyl manufacturer when painting. Only paint properly installed vinyl siding. Deviating from the manufacturer's painting guidelines may cause the warranty to be voided.
Previously Coated Surfaces — S -W 12: Maintenance painting will frequently not permit or require complete removal of all old coatings prior to repainting. However, all surface contamination such as oil, grease, loose paint, mill scale dirt, foreign matter, rust, mold, mildew, mortar, efflorescence, and sealers must be removed to assure sound bonding to the tightly adhering old paint. Glossy surfaces of old paint films must be clean and dull before repainting. Thorough washing with an abrasive cleanser will clean and dull in one operation, or, wash thoroughly and dull by sanding. Spot prime any bare areas with an appropriate primer. Recognize that any surface preparation short of total removal of the old coating may compromise the service length of the system. Check for compatibility by applying a test patch of the recommended coating system, covering at least 2 to 3 square feet. Allow to dry one week before testing adhesion per ASTM D3359. If the coating system is incompatible, complete removal is required per ASTM D4259.
Touch -Up, Maintenance and Repair
For a protective coating system to provide maximum long-term protection, regularly scheduled maintenance is required.
Maintenance includes inspection of painted areas, cleaning of surfaces to remove oils, chemicals, and other contaminants, and touch-up of areas where the coatings have been damaged. Highly corrosive areas, such as those subjected to frequent chemical spillage, corrosive fumes, and/or high abrasion or temperature areas should be inspected frequently — every six months, for example. Areas exposed to less severe conditions, such as interiors and exteriors of potable water tanks, may be inspected annually to assess the condition of the coating system.
The SSPC-VIS 2, Standard Method for Evaluating Degree of Rusting on Painted Steel Surfaces, can be used as a guide to determine appropriate touch-up and repairs maintenance schedules. Touch-up would be suggested when the surface resembles Rust Grade 5-S (Spot Rusting), 6-G (General Rusting), or 6-P (Pinpoint Rusting). Surface preparation would generally consist of SSPC-SP2, SP3, SP11, or SP12. Overcoating a well protected, but aged steel surface showing no evidence of rusting, may be achieved by Low Pressure Water Cleaning per SSPC-SP12/WJ4, and applying an appropriate coating system.
Full removal of the existing coating system by abrasive blasting would be recommended when the surface resembles Rust Grade 3-S (Spot Rusting), 4-G (General Rusting), or 4-P (Pinpoint Rusting). When the coating system has deteriorated to encompass approximately 33% of the surface area, it is always more economical to consider full removal and reapplication of the appropriate protective coating system.
Mildew —Prior to attempting to remove mildew, it is always recommended to test any cleaner on a small, inconspicuous area prior to use. Bleach and bleaching type cleaners may damage or discolor existing paint films. Bleach alternative cleaning solutions may be advised.
Mildew may be removed before painting by washing with a solution of 1 part liquid bleach and 3 parts water. Apply the solution and scrub the mildewed area. Allow the solution to remain on the surface for 10 minutes. Rinse thoroughly with water and allow the surface to dry before painting. Wear protective eyewear, waterproof gloves, and protective clothing. Quickly wash off any of the mixture that comes in contact with your skin. Do not add detergents or ammonia to the bleach/water solution.
SHERWIN-WILLIAMS:,
Reference Pages
Data Pages
108.04B
ProBlock® Premium (Formerly PrepRite® ProBlock®)
AII-Purpose Water -Based Interior -Exterior Primer
B51-620 Series, B51 -Q4053 Series
CHARACTERISTICS
ProBlock® Premium AII-Purpose Water -Based
Interior -Exterior Primer:
• Assures uniform appearance of topcoats
• Fast Dry
• Apply at temperatures down to 35°F
• Assures adhesion of the topcoat to slick, glossy
surfaces
• Seals out solvent sensitive stains — tar, solvent
based markers, etc.
• Seals minor dried water stains and tannin
• Provides easy "slip" for positioning wallpaper
Use on interior:
• Ceiling Tiles • Paneling • Wall Laminate
• Cured Plaster • Drywall • Varnished Woodwork
• Kitchen Cabinets Ceramic • Wall Tile
• Under Wallcovering
Use on Interior and Exterior:
• Wood • Aluminum • Galvanized Metal
• Previously Painted Surfaces • PVC Piping
• Drywall • Concrete and Masonry • Many Plastics
• Glossy Surfaces • Fiberglass • Copper
• Glazed Block
Color: White & Deep Base
For best color development, use the recommended "p" -
shade primer. Check color before use.
Coverage: 400 sq. ft. per gallon
@ 4 mils wet;1.4 mils dry
Drying Time, @ 77° F, 50% RH:
Touch: 30 minutes
Recoat as a primer: 1 hour
Recoat as a stain sealer: 4 hours
Recoat to apply wallcovering: 2 hours
Drying and recoat times are temperature, humidity, and
film thickness dependent.
Finish: 5-10 units @ 85°
Tinting with CCE Only:
Base oz. per gallon
White 0-4
Deep Base 4-12
Strength
SherColor
SherColor
White B51W00620
(may vary by color)
V.O.C. (less exempt solvents):
Less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 35 ±2%
Weight Solids: 52 ±2%
Weight per Gallon: 10.89 Ibs
Flash Point: N.A.
Vehicle Type: Styrenated Acrylic Latex
Shelf Life: 36 months, unopened
Anti -microbial — This product contains agents
which inhibit the growth of microbes on the
surface of this paint film.
04/2026
COMPLIANCE
As of 04/06/2026, Complies with:
OTC
OTC Phase II
S.C.A.Q.M.D.
CARB
CARB SCM 2007
CARB SCM 2020
Canada
LEED° v4 & v4.1 Emissions
LEED° v4 & v4.1 V.O.C.
EPD-NSF® Certified
MIR-Manufacturer Inventory Yes
MPI® #3, 3 X -Green'', 6, 17, 17 X-GreenT"
39, 134, 134 X -Green -
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
APPLICATION
When the air temperature is at 35°F, substrates
may be colder; prior to painting, check to be sure
the air, surface and material temperature is
above 35°F and at least 5°F above the dew point.
Avoid using if rain or snow is expected within 2-3
hours. Air and surface temperatures must not
drop below 35°F for 48 hours after application.
Do not reduce for stain blocking.
Brush:
Use a nylon -polyester brush such as Purdy®
XL®.
Roller:
Use a 3/8 inch nap soft woven cover such as
Contractor Series® Soft Woven.
For specific brushes and rollers, please refer to
our Brush and Roller Guide on sherwin-
williams.com
Spray - Airless:
Pressure
Tip
2000 p.s.i.
.015-.021 inch
APPLICATION TIPS
For best topcoat color development, use a
recommended "P" -shade primer. Check color
before use.
When spot priming on some surfaces, a non-
uniform appearance of the final coat may result,
due to differences in holdout between primed and
unprimed areas. To avoid this, prime the entire
surface rather than spot priming.
For optimal performance, this primer must be
topcoated with a latex, alkyd -oil, water -based
epoxy, or solvent based epoxy coating on
architectural applications.
For exterior exposure, this primer must be
topcoated within 14 days with architectural latex
or oil finishes.
General Priming: ProBlock Premium Primer can
be topcoated in 1 hour in non -stain blocking
applications.
www.sherwin-williams.com
SPECIFICATIONS
1 coat ProBlock Premium Primer
2 coats appropriate topcoat
Recommended Architectural Topcoats:
AII Surface Enamels
A-100° Exterior Latex
Duration® Exterior & Duration Home® Interior
Emerald® Exterior & Interior
Emerald® Urethan Trim Enamel
SuperPaint® Exterior & Interior
ProClassic® Interior Enamels
ProMar® Interior
Recommended Pro Industrial" Topcoats:
Pro Industrial'° Acrylic Coating
Pro Industrial" Pre -Cat Epoxy
Pro Industrial' Pre -Cat Urethane
Pro Industrial*" Waterbased Catalyzed Epoxy
Other topcoats may be appropriate.
continued on back
ProBlock® Premium (Formerly PrepRite® ProBlock®)
All -Purpose Water -Based Interior -Exterior Primer
SURFACE PREPARATION
WARNING! If you scrape, sand or remove old
paint, you may release lead dust. LEAD IS
TOXIC. EXPOSURE TO LEAD DUST CAN
CAUSE SERIOUS ILLNESS, SUCH AS BRAIN
DAMAGE, ESPECIALLY IN CHILDREN.
PREGNANT WOMEN SHOULD ALSO AVOID
EXPOSURE. Wear a NIOSH-approved respirator
to control lead exposure. Clean up carefully with
a HEPA vacuum and a wet mop. Before you start,
find out how to protect yourself and your family by
contacting the National Lead Information Hotline
at 1 -800 -424 -LEAD or log on to
www.epa.gov/lead .
Remove all surface contamination by washing
with an appropriate cleaner, rinse thoroughly and
allow to dry. Scrape and sand peeled or checked
paint to a sound surface. Sand Glossy surfaces
dull. Recognize that any surface preparation
short of total removal of the old coating may
compromise the service length of the system.
Special recommendations:
After priming stained surfaces, allow to dry 4
hours, test a small area for bleeding by applying
the topcoat before painting the entire project. If
the stain bleeds through, apply a second coast of
primer, and allow to dry overnight and retest
before topcoating. For a complete primer outside,
use appropriate exterior primers.
Caulking:
Fill gaps between walls, ceiling, crown moldings,
and other with the appropriate caulk after priming
the surface.
Drywall:
Fill cracks and nail holes with patching paste -
spackle and sand smooth. Joint compounds must
be cured and sanded smooth. Remove all
sanding dust.
Fire restoration work:
Thoroughly clean the surface before applying to
smoke-stained areas. Apply one or two coats of
ProBlock Premium Primer and test a small area
for bleeding before painting the entire surface.
Testing:
Always check for compatibility and adhesion to
the surface by applying a test patch of 2-3 square
feet. Allow to dry thoroughly for 1 week before
checking adhesion.
Tile:
Laminate, ceramic, and plastic tiles, and similar
glossy surfaces, must be free of all oil, grease,
and soap residue. Do not use this product in
areas subject to excessive water, e.g.: in
showers, around sinks, on counter tops.
On hard, sick, glossy or otherwise hard to paint
surfaces, after preparing the surface, apply a test
area of this primer, allow to dry properly and test
for adhesion.
SURFACE PREPARATION
Mildew:
Clean mildew from the Surface: Mildew is a
fungus that looks like dirt but won't wash off.
Mildew must be removed before painting, or it will
grow through any new coat of paint. To remove
mildew or suspected mildew, scrub surface
before painting with a commercial mildew
remover following manufacturer's safety
instructions.
Plaster:
Bare plaster must be cured, usually 30 days, and
hard. If panting cannot wait, allow the surface to
dry 7 days and prime with Loxon Concrete and
Masonry Primer. Soft, porous, or powdery plaster
should be treated with a solution of 1 pint
household vinegar to 1 gallon of clean water.
Repeat until the surface is hard, rinse with clear
water and allow to dry.
When used as a primer under wallcovering:
After the wallcovering has been applied and the
adhesive has dried and cured, wait at least 21
days before removing the wallcovering to avoid
damage to the drywall.
Wood Exterior:
Sand any exposed, weathered wood to a fresh
surface. Replace any deteriorated wood. On
woods that present potential tannin bleeding,
such as redwood and cedar, ProBlock Premium
Primer can be used. Care must be taken to
determine if tannins will be activated by the water
in the coating. To test for bleeding, coat a 4 foot
by 4 foot section with the primer. If no bleeding is
evident within 4 hours, proceed with complete
priming. If bleeding occurs, use Exterior Oil -
Based Wood Primer.
For a complete whole house primer outside, use
Exterior Latex Wood Primer or Exterior Oil -Based
Wood Primer.
CAUTIONS
Protect from freezing.
Non-Photochemically reactive.
Before using, carefully read CAUTIONS on
label.
CRYSTALLINE SILICA Use only with adequate
ventilation. To avoid overexposure, open windows and
doors or use other means to ensure fresh air entry during application and drying. If you experience eye watering, headaches, or dizziness, increase fresh air, or wear
respiratory protection (NIOSH approved) or leave the
area. Adequate ventilation required when sanding or
abrading the dried film. If adequate ventilation cannot be provided wear an approved particulate respirator
(NIOSH approved). Follow respirator manufacturer's
directions for respirator use. Avoid contact with eyes and skin. Wash hands after using. Keep container closed
when not in use. Do not transfer contents to other
containers for storage. FIRST AID: In case of eye
contact, flush thoroughly with large amounts of water.
Get medical attention if irritation persists. If swallowed, call Poison Control Center, hospital emergency room, or physician immediately. DELAYED EFFECTS FROM
LONG TERM OVEREXPOSURE. Abrading or sanding
of the dry film may release crystalline silica which has been shown to cause lung damage and cancer under
long term exposure. WARNING: This product contains
chemicals known to the State of California to cause
cancer and birth defects or other reproductive harm. DO NOT TAKE INTERNALLY. KEEP OUT OF THE
REACH OF CHILDREN.
HOTW 04/06/2026 B51W00620 52 00
SP
CLEANUP INFORMATION
Clean spills, spatters, hands and tools
immediately after use with soap and clean warm
water. After cleaning, flush spray equipment with
compliant cleanup solvent to prevent rusting of
the equipment. Follow manufacturer's safety
recommendations when using solvents.
The information and recommendations set forth in this Product Data Sherapt s i7t 'jpl d by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain7Ptife product o ere a e time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS
102.11A
A-100®
Exterior Latex Satin
A82 -Series
CHARACTERISTICS
A-100 Exterior Latex is a quality exterior
finish. This product is recommended for use
on aluminum, vinyl, and wood siding,
clapboard, shakes, shingles, plywood,
masonry, and metal down to a surface and air
temperature of 35°F.
Color: Most Colors
Coverage: 350-400 sq. ft. per gallon
@ 4 mils wet, 1.3 mils dry
Drying Time, @ 50% RH:
@35-45°F @45°F+
Touch: 2 Hours 2 Hours
Recoat: 24-48 hours 4 Hours
Drying and recoat times are temperature, humidity, and
film thickness dependent.
Finish:
Tinting with CCE only:
Base: oz. per
gallon
Extra White 0-6
Deep Base 4-12
Ultradeep Base 10-12
15-20 units @ 60°
Strength
SherColor
SherColor
SherColor
Extra White A82W00351
(may vary by color)
V.O.C.(less exempt solvents):
Less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 33 ±2%
Weight Solids: 43 ±2%
Weight per Gallon: 9.85 Ibs
Flash Point: N.A.
Vehicle Type: 100% Acrylic
Shelf Life: 36 months, unopened
WVP Perms (US) 25.84 grains/(hr ft2 in Hg)
Mildew Resistant
This coating contains agents which inhibit the
growth of mildew on the surface of this coating
film.
COMPLIANCE
As of 12/17/2024, Complies with :
OTC
OTC Phase II
S.C.A.Q.M.D.
CARB
CARBSCM 2007
CARB SCM 2020
Canada
LEED® v4 & v4.1 Emissions
LEED° v4 & v4.1 V.O.C.
EPD-NSF® Certified
MIR-Manufacturer Inventory N/A
MPI° Yes, #15
Yes
Yes
Yes
Yes
Yes
Yes
Yes
N/A
Yes
Yes
APPLICATION
When the air temperature is at 35°F (1.7°C),
substrates may be colder; prior to painting, check
to be sure the air, surface, and material
temperature are above 35°F (1.7°C) and at least
5° above the dew point. Avoid using if rain or
snow is expected within 2-3 hours.
Do not apply at air or surface temperatures below
35°F (1.7°C) or when air or surface temperatures
may drop below 35°F (1.7°C) within 48 hours.
No reduction needed.
Brush:
Use a nylon -polyester brush such as Purdy®
Clearcut®.
Roller:
Use a high quality 3/8-3/4 inch nap synthetic
roller cover such as Purdy® White Dove-"
For specific brushes and rollers, please refer
to our Brush and Roller Guide on sherwin-
williams.com
Spray - Airless:
Pressure
Tip
2000 p.s.i.
.015-.019 inch
APPLICATION TIPS
Make sure product is completely agitated
(mechanically or manually) before use.
SHERWIN
WILLIAMS®
SPECIFICATIONS
Standard latex primers cannot be used below
50°F (10°C) or above 100°F (37.7°C). See
specific primer label for that product's application
limitations.
Aluminum & Aluminum Siding',
Galvanized Steel':
2 coats A-100 Exterior Latex
Concrete Block, CMU, Split face Block:
1 coat Loxon Acrylic Block Surfacer
2 coats A-100 Exterior Latex
Brick, Stucco, Cement, Concrete:
1 coat Loxon Concrete & Masonry Primer3
or
Loxon Conditioner2
2 coats A-100 Exterior Latex
Cement Composition Siding/Panels:
1 coat Loxon Concrete & Masonry Primer3
or
Loxon Conditioner2
2 coats A-100 Exterior Latex
Plywood:
1 coat Exterior Latex Primer
2 coats A-100 Exterior Latex
*Vinyl Siding:
2 coats A-100 Exterior Latex
Wood (Cedar, Redwood)°:
1 coat Exterior Oil -Based Wood Primer
2 coats A-100 Exterior Latex
Wood Composition Board - Hardiboard:
Because of the potential for wax bleeding out of
the substrate, apply 1 coat of Exterior Oil -Based
Wood Primer and then topcoat.
1On large expanses of metal siding, the air, surface, and material temperatures must be 50°F (10°C) or higher.
2 Not for use at temperatures under 50°F (10°C). See
specific primer label for that product's application
conditions.
2 Not for use at temperatures under 40°F (4.4°C). See
specific primer label for that product's application
conditions.
° Knots and some woods, such as redwood and cedar,
contain a high amount of tannin, a colored wood extract.
For best results on these woods, use a coat of Exterior Oil -Based Wood Primer.
Other primers may be appropriate.
When repainting involves a drastic color change,
a coat of primer will improve the hiding
performance of the topcoat color.
12/2024
www.sherwin-williams.com
continued on back
A-100®
Exterior Latex Satin
SURFACE PREPARATION
WARNING! If you scrape, sand or remove old
paint, you may release lead dust. LEAD IS
TOXIC. EXPOSURE TO LEAD DUST CAN
CAUSE SERIOUS ILLNESS, SUCH AS BRAIN
DAMAGE, ESPECIALLY IN CHILDREN.
PREGNANT WOMEN SHOULD ALSO AVOID
EXPOSURE. Wear a NIOSH-approved respirator
to control lead exposure. Clean up carefully with
a HEPA vacuum and a wet mop. Before you start,
find out how to protect yourself and your family by
contacting the National Lead Information Hotline
at 1 -800 -424 -LEAD or log on to
www.epa.gov/lead .
Remove all surface contamination by washing
with an appropriate cleaner, rinse thoroughly and
allow to dry. Existing peeled or checked paint
should be scraped and sanded to a sound
surface. Glossy surfaces should be sanded dull.
Stains from water, smoke, ink, pencil, grease,
etc. should be sealed with the appropriate primer -
sealer. Recognize that any surface preparation
short of total removal of the old coating may
compromise the service length of the system.
Aluminum and Galvanized Steel:
Wash to remove any oil, grease, or other surface
contamination. All corrosion must be removed
with sandpaper, wire brush, or other abrading
method.
Cement Composition Siding -Panels:
Remove all dirt, dust, grease, oil, loose particles,
laitance, foreign material, and peeling or
defective coatings. Allow the surface to dry
thoroughly. If the surface is new, test it for pH, if
the pH is higher than 9, prime with Loxon
Concrete & Masonry Primer.
Caulking:
Gaps between windows, doors, trim, and other
through -wall openings can be filled with the
appropriate caulk after priming the surface.
Masonry, Concrete, Cement, Block:
All new surfaces must be cured according to the
supplier's recommendations — usually about 30
days. Remove all form release and curing agents.
Rough surfaces can be filled to provide a smooth
surface. If painting cannot wait 30 days, allow the
surface to cure 7 days and prime the surface with
Loxon Concrete & Masonry Primer. Cracks,
voids, and other holes should be repaired with an
elastomeric patch or sealant. Concrete masonry
units (CMU) - Surface should be thoroughly
clean and dry. Air, material, and surface
temperatures must be at least 50°F (10°C) before
filling. Use Loxon Acrylic Block Surfacer. The filler
must be thoroughly dry before topcoating.
Stucco:
Remove any loose stucco, efflorescence, or
laitance. Allow new stucco to cure at least 30
days before painting. If painting cannot wait 30
days, allow the surface to dry 7 days and prime
with Loxon Concrete & Masonry Primer. Repair
cracks, voids, and other holes with an
elastomeric patch or sealant.
SURFACE PREPARATION
Mildew:
Prior to attempting to remove mildew, it is always
recommended to test any cleaner on a small,
inconspicuous area prior to use. Bleach and
bleaching type cleaners may damage or discolor
existing paint films. Bleach alternative cleaning
solutions may be advised.
Mildew may be removed before painting by
washing with a solution of 1 part liquid bleach and
3 parts clean water. Apply the solution and scrub
the mildewed area. Allow the solution to remain
on the surface for 10 minutes. Rinse thoroughly
with clean water and allow the surface to dry
before painting. Wear protective eyewear,
waterproof gloves, and protective clothing.
Quickly wash off any of the mixture that comes in
contact with your skin. Do not add detergents or
ammonia to the bleach -water solution.
Previously Painted Surfaces:
If in sound condition, clean the surface of all
foreign material. Smooth, hard, or glossy
coatings and surfaces should be dulled by
abrading the surface. Apply a test area, allowing
paint to dry one week before testing adhesion. If
adhesion is poor, additional abrasion of the
surface and/or removal of the previous coating
may be necessary. Retest surface for adhesion.
If paint is peeling or badly weathered, clean
surface to sound substrate and treat as a new
surface as above. Recognize that any surface
preparation short of total removal of the old
coating may compromise the service length of the
system.
Steel:
Rust and mill scale must be removed using
sandpaper, wire brush, or other abrading method.
Bare steel must be primed with a corrosion
resistant primer such as All Surface Enamel
Primer the same day as cleaned.
*Vinyl or other PVC Building Products:
Clean the surface thoroughly by scrubbing with
warm, soapy water. Rinse thoroughly, if needed
prime with appropriate white primer. Do not paint
vinyl with any color darker than the original color
or having a Light Reflective Value (LRV) of less
than 56 unless VinylSafe® Colors are used. If
VinylSafe colors are not used the vinyl may warp.
Follow all painting guidelines of the vinyl
manufacturer when painting. Only paint properly
installed vinyl siding. Deviating from the
manufacturer's painting guidelines may cause
the warranty to be voided.
Wood, Plywood, Composition Board:
Clean the surface thoroughly then sand any
exposed wood to a fresh surface. Patch all holes
and imperfections with a wood filler or putty and
sand smooth. All new and patched areas must be
primed. Knots and some woods, such as
redwood and cedar, contain a high amount of
tannin, a colored wood extract. If applied to these
bare woods, it may show some staining. If
staining persists, spot prime severe areas with 1
coat of Exterior Oil -Based Wood Primer prior to
using.
CAUTIONS
For exterior use only.
Protect from freezing.
Non-Photochemically reactive.
Not for use on floors
Before using, carefully read CAUTIONS on
label.
CRYSTALLINE SILICA, ZINC: Use only with adequate
ventilation. To avoid overexposure, open windows and
doors or use other means to ensure fresh air entry during application and drying. If you experience eye watering, headaches, or dizziness, increase fresh air, or wear
respiratory protection (NIOSH approved) or leave the
area. Adequate ventilation required when sanding or
abrading the dried film. If adequate ventilation cannot be provided wear an approved particulate respirator
(NIOSH approved). Follow respirator manufacturer's
directions for respirator use. Avoid contact with eyes and skin. Wash hands after using. Keep container closed
when not in use. Do not transfer contents to other
containers for storage. FIRST AID: In case of eye
contact, flush thoroughly with large amounts of water.
Get medical attention if irritation persists. If swallowed, call Poison Control Center, hospital emergency room, or physician immediately. DELAYED EFFECTS FROM
LONG TERM OVEREXPOSURE. Abrading or sanding
of the dry film may release crystalline silica which has been shown to cause lung damage and cancer under
long term exposure. WARNING: This product contains
chemicals known to the State of California to cause
cancer and birth defects or other reproductive harm. DO NOT TAKE INTERNALLY. KEEP OUT OF THE
REACH OF CHILDREN.
HOTW 12/17/2024 A82W00351 10 43
SP
CLEANUP INFORMATION
Clean spills, spatters, hands and tools
immediately after use with soap and warm clean
water. After cleaning, flush spray equipment with
compliant cleanup solvent to prevent rusting of
the equipment. Follow manufacturer's safety
recommendations when using solvents.
The information and recommendations set forth in this Product Data S hEra pinto s a, and recommendations set forth herein are subject to change and pertain7Ptife pro.uc visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS trntf 999fidbyoronbehalfofTheSherwin-WilliamsCompany.Suchinformation o ere a e time of publication. Consult your Sherwin-Williams representative or
113.05A
Pro Industrial' Pro-Cryl®
Universal Primer
B66-1300 Series
CHARACTERISTICS
Pro Industrial Pro-Cryl® Universal Primer is an
advanced technology, self -cross -linking acrylic
primer. It is rust inhibitive and was designed for
both construction and maintenance
applications. It can be used as a primer under
water -based or solvent -based high-performance
topcoats.
Features:
• Rust inhibitive, corrosion resistant
• Single component
• Early moisture resistant
• Fast dry
• Lower temperature application 35°F
• Interior and exterior use
• Suitable for use in USDA inspected facilities
For use on properly prepared:
Steel, Galvanized & Aluminum, Wood
Finish: Low Sheen
Color: Off White, Medium Grey,
and Red Oxide
Recommended Spreading Rate per coat:
Wet mils: 5.0-10.0
Dry mils: 1.9-3.8
Coverage: 160-320 sq. ft. per gallon
Theoretical Coverage: 609 sq. ft. per gallon
@ 1 mil dry
Approximate spreading rates are calculated on volume
solids and do not include any application loss.
Note: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of
appearance.
Drying Schedule @ 6.0 mils wet, @ 50% RH:
Drying and recoat times are temperature, humidity, and
film thickness dependent.
@40°F @77°F @120°F
To touch 2 hours 40 minutes 20 minutes
Tack free 8 hours 2 hours 1 hour
To recoat 16 hours 4 hours 2 hours
Tinting: DO NOT TINT
Extra White B66W01310
(may vary by color)
V.O.C. (less exempt solvents):
less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 38 ±2%
Weight Solids: 50 ±2%
Weight per Gallon: 10.09 Ibs
Flash Point: N/A
Shelf Life: 36 months, unopened
2/2026
COMPLIANCE
As of 2/05/2026, Complies with:
OTC Yes
OTC Phase II Yes
S.C.A.Q.M.D. Yes
CARB Yes
CARB SCM 2007 Yes
CARB SCM 2020 Yes
Canada Yes
LEED® v4 & v4.1 Emissions Yes
LEED® v4 & v4.1 V.O.C. Yes
EPD-NSF® Certified Yes
MIR-Manufacturer Inventory Yes
MPI® #107, 107 X -Green'", 134
APPLICATION
Temperature:
minimum 35°F / 1.6°C
maximum 120°F / 48.8°C
air, surface and material
At least 5°F above dew point
Relative humidity: 85% maximum
The following is a guide. Changes in pressures and tip sizes may be needed for proper spray characteristics. Always purge spray equipment before use with listed reducer. Any reduction must be compatible with the existing environmental and application conditions.
Reducer: Water
Airless Spray:
Pressure 2000 p.s.i.
Hose 1/4 inch I.D.
Tip .015-.019 inch
Filter 60 mesh
Conventional Spray:
Gun Binks 95
Fluid Nozzle 66
Air Nozzle 63 PB
Atomization Pressure 60 p.s.i.
Fluid Pressure 25 p.s.i.
Reduction: As needed up to 5% by volume
Brush: Nylon -polyester, such as Purdy® XL®
Roller Cover: 3/8 inch woven, such as Contractor
Series® Soft Woven
If specific application equipment is listed above, equivalent equipment may be substituted.
Apply paint at the recommended film thickness and
spreading rate as indicated. Application of coating
above maximum or below minimum recommended
spreading rate may adversely affect coating
performance.
Stripe coat crevices, welds, and sharp angles to prevent early failure in these areas. For best results on rusty surfaces, always apply first coat by brush.
When using spray application, use a 50% overlap with
each pass of the gun to avoid holidays, bare areas, and pinholes. If necessary, cross spray at a right angle.
No painting should be done immediately after a rain
or during foggy weather.
For optimal performance, this primer should be
topcoated.
For exterior exposure, this primer should be
topcoated within 14 days. If 14 days is exceeded
remove all surface contamination by washing with an
appropriate cleaner, rinse thoroughly and allow to
dry. Finish with appropriate topcoat.
www.sherwin-williams.com
•a
SHERWIN
WILLIAMS.
SPECIFICATIONS
Acceptable Water Based topcoats:
1-2 coats Pro Industrial Acrylic Coating or
Pro Industrial Acrylic Dryfall
Pro Industrial DTM Acrylic
Pro Industrial Multi -Surface Acrylic
Pro Industrial Pre -Catalyzed Epoxy
Pro Industrial Pre -Catalyzed Urethane
Pro Industrial Water Based Acrolon 100
Pro Industrial Water Based Alkyd Urethane
Pro Industrial Water Based Catalyzed Epoxy
Sherwin-Williams Architectural Coatings
Acceptable Solvent Based topcoats:
Pro Industrial High Performance Epoxy
Pro Industrial Industrial Enamels
Tile Clad HS Epoxy
The finishes listed above are representative of
the product's use. Other finishes may be
appropriate.
continued on back
Pro Industrial' Pro-Cryl®
Universal Primer
SURFACE PREPARATION
WARNING! If you scrape, sand or remove old
paint, you may release lead dust. LEAD IS
TOXIC. EXPOSURE TO LEAD DUST CAN
CAUSE SERIOUS ILLNESS, SUCH AS BRAIN
DAMAGE, ESPECIALLY IN CHILDREN.
PREGNANT WOMEN SHOULD ALSO AVOID
EXPOSURE. Wear a NIOSH-approved respirator
to control lead exposure. Clean up carefully with
a HEPA vacuum and a wet mop. Before you start,
find out how to protect yourself and your family by
contacting the National Lead Information Hotline
at 1 -800 -424 -LEAD or log on to
www.epa.gov/lead .
Do not use hydrocarbon solvents for cleaning.
Remove all surface contamination by washing with
an appropriate cleaner, rinse thoroughly and allow
to dry. Existing peeled or checked paint should be
scraped and sanded to a sound surface. Glossy
surfaces should be sanded dull. Stains from water,
smoke, ink, pencil, grease, etc. should be sealed
with the appropriate primer -sealer. Recognize that
any surface preparation short of total removal of the
old coating may compromise the service length of
the system.
Iron & Steel - Minimum surface preparation is Hand
Tool Cleaning per SSPC-SP2. Remove all oil and
grease from the surface per SSPC-SP1. For better
performance, use Commercial Blast Cleaning per
SSPC-SP6. Prime the area the same day as
cleaned. Self priming.
Aluminum - Remove all oil, grease, dirt, oxide and
other foreign material per SSPC-SP1. Self priming.
Galvanizing - Allow to weather a minimum of six
months prior to coating. Solvent Clean per SSPC-
SP1. When weathering is not possible, or the
surface has been treated with chromates or
silicates, first Solvent Clean per SSPC-SP1 and
apply a test patch. Allow paint to dry at least one
week before testing adhesion. If adhesion is poor,
brush blasting per SSPC-SP16 is necessary to
remove these treatments. Rusty galvanizing
requires a minimum of Hand Tool Cleaning per
SSPC-SP2, prime the area the same day as
cleaned. Self priming.
Previously Painted Surfaces - If in sound
condition, clean the surface of all foreign material.
Smooth, hard or glossy coatings and surfaces
should be dulled by abrading the surface. Apply a
test area, allowing paint to dry one week before
testing adhesion. If adhesion is poor, additional
abrasion of the surface and/or removal of the
previous coating may be necessary. Retest surface
for adhesion. If paint is peeling or badly weathered,
clean surface to sound substrate and treat as a new
surface as above. Recognize that any surface
preparation short of total removal of the old coating
may compromise the service length of the system.
Wood - Surface must be clean, dry and sound.
Prime with recommended primer. No painting
should be done immediately after a rain or during
foggy weather. Knots and pitch streaks must be
scraped, sanded and spot primed before full coat of
primer is applied. All nail holes or small openings
must be properly caulked.
SURFACE PREPARATION
Mildew -
Clean mildew from the Surface: Mildew is a
fungus that looks like dirt but won't wash off.
Mildew must be removed before painting, or it will
grow through any new coat of paint. To remove
mildew or suspected mildew, scrub surface
before painting with a commercial mildew
remover following manufacturer's safety
instructions.
PERFORMANCE
System Tested: (unless otherwise indicated)
Substrate: Steel
Surface Preparation: SSPC-SP10
Finish: 1 coat Pro Industrial Pro-Cryl Off White
1 coat Pro Industrial Acrylic Coating
Adhesion:
Method:
Result:
ASTM D4541
500 p.s.i.
Corrosion Weathering:
Method: ASTM D5894, 10 cycles, 3360 hours
Result: Passes
Direct Impact Resistance:
Method:
Result:
Dry Heat Resistance:
Method:
Result:
Flexibility:
Method:
Result:
ASTM D2794
greater than 140 inch Ib.
ASTM D2485
200°F
ASTM D522, 180° bend,
'/2 inch mandrel
Passes
Moisture Condensation Resistance:
Method: ASTM D4585, 100°F, 1250 hours
Result: Passes
Pencil Hardness:
Method:
Result:
Salt Fog Resistance:
Method:
Result:
ASTM D3363
B
ASTM B117, 1250 hours
Passes
Provides performance comparable to products
formulated In Lieu of federal specification:
AA50557 and Paint Specification: SSPC-Paint
23. SAFETY PRECAUTIONS
Before using, carefully read CAUTIONS on label.
Refer to the Safety Data Sheets (SDS) before
use.
FOR PROFESSIONAL USE ONLY.
Published technical data and instructions are
subject to change without notice. Contact your
Sherwin-Williams representative for additional
technical data and instructions.
CLEANUP INFORMATION
Clean spills, spatters, hands and tools
immediately after use with soap and warm clean
water. After cleaning, flush spray equipment with
compliant cleanup solvent to prevent rusting of
the equipment. Follow manufacturer's safety
recommendations when using solvents.
HOTW 2/05/2026
HOTW 2/05/2026
HOTW 2/05/2026
SP, FRC
B66W01310
B66A01320
B66N01310
12 39
13 38
12 39
The information and recommendations set forth in this Product Data Sheppfnlos arl tit$ 9 d by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain e producf offe're7-glifig time of publication. Consult your Sherwin-Williams representative or visit www.paintdocs.com to obtain the most current version of the PDS and/or an SDS
113.07B
Pro Industrial' DTM
Acrylic Semi -Gloss
B66-3150 Series
CHARACTERISTICS
Pro Industrial DTM Acrylic coating is an
interior -exterior, water based, corrosion resistant
acrylic coating for light to moderate industrial use.
Designed for new construction or maintenance
use and can be used directly over prepared
substrates.
• Chemical Resistant
• Corrosion Resistant
• Fast dry
• Flash rust -early rust resistance
• Suitable for use in USDA inspected
facilities
Finish: Semi -Gloss 38-48 @ 60°
Color: Most Colors, Black
Recommended Spreading Rate per coat:
Wet mils: 6.0-10.0
Dry mils: 2.4-4.0
Coverage: 160-267 sq. ft. per gallon
Theoretical Coverage: 641 sq. ft. per gallon
@ 1 mil dry
Approximate spreading rates are calculated on volume
solids and do not include any application loss.
Note: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of
appearance.
Drying Schedule @ 6.0 mils wet, @ 50% RH:
Drying and recoat times are temperature, humidity, and
film thickness dependent.
@50°F @77°F @110°F
To touch 1 hour 20 minutes 10 minutes
Tack free 2 hours 45 minutes 30 minutes
To recoats 2 hours 1 hour 1 hour
Tinting with CCE only:
Base oz. per gallon
Extra White 0-6
Deep Base 6-12
Ultradeep Base 10-12
Real Red 0-12
Vivid Yellow 0-14
Strength
SherColor
SherColor
SherColor
SherColor
SherColor
Extra White B66W03151
(may vary by color)
V.O.C. (less exempt solvents):
less than 50 grams per litre; 0.42 lbs. per gallon
As per 40 CFR 59.406
Volume Solids: 40 ±2%
Weight Solids: 51 ±2%
Weight per Gallon: 10.22 Ibs
Flash Point: N/A
Vehicle Type: Acrylic
Shelf Life: 36 months, unopened
03/2026
COMPLIANCE
As of 03/16/2026, Complies with:
OTC
OTC Phase II
S.C.A.Q.M.D.
CARB
CARB SCM 2007
CARB SCM 2020
Canada
LEED® v4 & v4.1 Emissions
LEED® v4 & v4.1 V.O.C.
EPD-NSF® Certified
MIR-Manufacturer Inventory
MPI®
APPLICATION
Temperature:
minimum 50°F / 10°C
maximum 110°F / 43°C
air, surface and material
At least 5°F above dew point
Relative humidity: 85% maximum
The following is a guide. Changes in pressures and tip
sizes may be needed for proper spray characteristics.
Always purge spray equipment before use with listed
reducer. Any reduction must be compatible with the
existing environmental and application conditions.
Reducer: Water
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Yes
No
No
No
Airless Spray:
Pressure
Hose
Tip
Filter
Conventional Spray:
Gun
Fluid Nozzle
Air Nozzle
Atomization Pressure
Fluid Pressure
Reduction:
Brush:
Roller Cover:
If specific application equipment is listed above,
equivalent equipment may be substituted.
1500 p.s.i.
'A inch I.D.
.017-.021 inch
60 mesh
Binks 95
66 63 PB
50 p.s.i.
10-20 p.s.i.
Not Recommended
Nylon -polyester
1/4-3/8 inch woven
Due to this product's fast dry performance,
brushing should be limited to small areas where
a wet edge can be maintained.
Apply paint at the recommended film thickness
and spreading rate as indicated. Application of
coating above maximum or below minimum
recommended spreading rate may adversely
affect coating performance.
When using spray application, use a 50% overlap
with each pass of the gun to avoid holidays, bare
areas, and pinholes. If necessary, cross spray at
a right angle.
Overspray landing on hot surfaces may adhere to
these surfaces. Immediately remove overspray
from hot surfaces before adhesion occurs.
www.sherwin-williams.com