N – Page 525 of 1296
7. Owners/Investors with a 5% beneficial interest in the Applicant Entity or a related entity
EXAMPLE
JANE DOE
[name of owner/investor]
A.
[name of owner/investor]
B.
C.
[name o
D.
E.
50%, ABC COMPANY, Inc.
[percentage of
g f beneficial interest in entity
i:i name of entity)
(percentage of beneficial interest in entity
and name of entity]
[percentage of beneficial interest in entity
and name of entity]
[percentage of beneficial interest in entity
and name of entity]
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
I DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING IS TRUE AND CORRECT.
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of · os;ng 7• �;.d,7f;J&
Viu eJJe .... ---
Date
(Revised 0913.18)
CITY OF PALM SPRINGS- PUBLIC INTEGRITY DISCLOSURE FORM
APPLICANT DISCLOSURE FORM
N – Page 526 of 1296
Name
Board Officers
Dan Gilbertson,
Fred Bell
William L Bramer
Board Directors
Dick Shalhoub
Robert Gilliland
Fred W. Noble,
Gary Annunziata/D.0.
William Hughes
William Page/M.D
Frank Castner
Mort Gubin/M.D.
Todd Hooks
Kenny Holley
Polly Pond Holley
Fred E. Jandt P.H.D.
Andy Jessup Sr.
James Kaplan
Karen Miles
Richard Oliphant
John Parker
Carl Scholl
David Thompson D.D.S.
Rod Vandenbos
Martin Garrick
Bill Rutherford
Victor Wolf
Chairman
Vice Chair/Managing Director
Secretary fr reasu rer
Board Director
Board Di rector
Board Director
Board Director
Board Director
Board Director
Board Director
Soard Director
Board Director
Board Director
Soard Director
Board Director
Soard Director
Soard Director
Soard Director
Board Director
Board Director
Board Director
Board Director
Soard Director
Soard Di rector
Board Director
Soard Director
Affiliation
Retired/Oil & Gas Industry
Chief Operating Officer, Nobel! Energy Solutions
Retired/Business Analyst
Owner, McDonalds Franchise, Riverside County
Partner, Gurallnck & Gilliland LLP
President, Wintec Energy
DGC Digestive Health
Retired, Steel Manufacturing
Retired, Medical Doctor
Retired, Educator, Palm Springs Unifieds School District Retired, Medical Doctor
Economic Development Director, Agua Caliente Band of Cahuilla Indians Retired Founder, Advance Machine
Retired Founder, Advance Machine
Retired Educator, Cal State San Bernardino
Owner , General Motors Dealership, Coachella Valley
Owner , Harlan Tug
Captain. USAF Ret.
Principal, Oliphant Enterprises
Engineer, Boeing Aircraft Corporation
Owner, Aero Trader
Retired Dentist
Principal, Buzz Box Inc.
Principal, Admiral Development
Principal, Rutherford Investments
Attorney, Best Best & Krieger
N – Page 527 of 1296
CITY COUNCIL STAFF REPORT
DATE: JULY 8, 2026 CONSENT CALENDAR
SUBJECT: APPROVE AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT NO. 25Q414 WITH LMN/O2 JOINT-VENTURE FOR
CONVENTION CENTER ARCHITECTURAL AND ENGINEERING
SERVICES
FROM: Scott C. Stiles, City Manager
BY: Engineering
SUMMARY:
This action will approve Amendment No. 1 to Professional Services Agreement No. 25Q414 with LMN/o2 Joint-Venture (LMN+o2) for Phase 2 of the architectural and engineering services for the Convention Center renovation and expansion project for an additional $6,309,988.20 and a revised contract amount not to exceed $7,309,988.20.
RECOMMENDATION:
1. Approve Amendment No. 1 to Professional Services Agreement No. 25Q414 (Attachment A) with LMN/o2 Joint-Venture to provide architectural and engineering services for the convention center renovation and expansion project for an additional amount of $6,309,988.20 and a revised contract amount not to exceed $7,309,988.20; and
2. Authorize the City Manager or designee to execute all necessary documents.
BUSINESS PRINCIPAL DISCLOSURE:
According to the Public Integrity Disclosure forms (Attachment B) submitted on September 23, 2025, LMN Architects LLP is registered in the state of Washington, and Lance C. O’Donnell, An Architectural Corporation (dba o2 Architecture), is registered in the state of California.
BACKGROUND:
The Palm Springs Convention Center, a cornerstone of the City’s hospitality and tourism economy, has served as a premier venue for conferences, exhibitions, and community
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City Council Staff Report
July 8, 2026 -- Page 2
Amend Professional Services Agreement 25Q414 with LMN/o2 Joint Venture events since its original construction in 1984. A major expansion and modernization effort was completed in 2005, significantly increasing the facility’s capacity and enhancing its amenities. Despite these improvements, many of the Convention Center’s core systems, finishes, and functional spaces now require further upgrades to meet current industry standards and user expectations.
In response to evolving market demands and the need to maintain competitiveness in the regional convention landscape, the City of Palm Springs is initiating a comprehensive renovation and expansion of the Convention Center. This project is intended to address deferred maintenance, improve operational efficiency, and enhance overall visitor experience through renovation, expansion and updating the master plan. It also supports the City’s broader goals of economic development, sustainability, and community engagement.
On September 10, 2025, the City Council unanimously authorized staff to advance the Palm Springs Convention Center modernization and connectivity project. The award of the architecture contract is a milestone and is reflective of months of planning, engagement, and fiscal diligence, and the dedication of the City Manager’s Stakeholder Group. A subset of the Capital Improvements working group, a subgroup of the Stakeholder group, participated in the development of the RFP, reviewing and scoring of written proposals, and scoring of interviews.
On November 12, 2025, the City Council approved Professional Services Agreement No. 25Q414 (Attachment C) with LMN/o2 Joint-Venture for architectural and engineering services for the Convention Center renovation and expansion project for a contract amount not to exceed $1,000,000 for a term commencing on December 1, 2025, and continuing through December 31, 2028. At the time, staff noted that the project would be designed in multiple phases and would return for additional design service approvals as the project progressed.
STAFF ANALYSIS:
The design team has successfully completed the Stage 0 phase, which established a defined project scope and budget framework aligned with the City's immediate and longterm venue improvement goals. The Stage 0 effort identified the full range of desired improvements, established concept-level construction cost estimates, and prioritized project scope elements. While several project components require additional analysis to fully define costs and implementation requirements, they provide a foundation for advancing the project into design. The Stage 0 Report is included as Attachment D and includes the concept-level construction cost estimate.
LMN/o2 has submitted a proposal for final design services. The scope of services for the design team includes schematic design (SD), design development (DD), construction documents (CD), construction administration, furniture and fixtures (FFE), and project closeout. The proposed services include:
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City Council Staff Report
July 8, 2026 -- Page 3
Amend Professional Services Agreement 25Q414 with LMN/o2 Joint Venture • Developing design concepts
• Site planning
• Building systems and structural design
• Interior design development
• Exterior design development
• Signage and Wayfinding
• Cost Estimation
• Stakeholder meetings and reviews
The proposal for final design services is included as Attachment E.
ENVIRONMENTAL ASSESSMENT:
The requested City Council action is not a “Project” as defined by the California Environmental Quality Act (CEQA). Pursuant to Section 15378(a), a “Project” means the whole of an action, which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment. The requested action is to approve contracts for the above-mentioned services, and is exempt from CEQA pursuant to Section 15378(b), in that a “Project” does not include: (5) Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment ALIGNMENT WITH STRATEGIC PLANNING:
This item aligns with the following City Council Strategic Plan Broad Goal: Economic Development.
FISCAL IMPACT:
The Measure J Commission approved expenditures up to $9.9 M in design costs related to the Palm Springs Convention Center Modernization. The approval was conditioned by reimbursement to Measure J from debt proceeds issued when the capital project begins later in 2026. To date, the City has issued a $1M contract to LMNO2, the Project architects; $1,500,000 to MELK, the Urban Design Team; $572,250 to Multistudio, the Branding and Marketing team; and $4,147,220 to Accenture for Owner's Representative Services. Of the original $1M LMNO2 contract, approximately $500,000 was not utilized for the Stage 0 phase. The total amount of Professional Services approved to date is $7,222,470.
Staff is requesting the approval of an additional $6,309,988.20 to provide architectural and engineering services for the convention center renovation and expansion project for a total amount not to exceed $7,309,988.20. If Amendment No. 1 is approved, the total design services would be $13,529,458.20, representing 10% of the $135,000,000 Convention Center Modernization budget. While the $13,529,458.20 exceeds the
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City Council Staff Report
July 8, 2026 -- Page 4
Amend Professional Services Agreement 25Q414 with LMN/o2 Joint Venture original $9.9M design budget, it is still within industry standards (i.e., 10% of overall project cost) for Professional Services for a project of this size and complexity.
Funds for the additional design services have been included in the overall Convention Center Modernization budget.
REVIEWED BY:
Department Director: Joel Montalvo
Procurement & Contracting Manager: Tabitha Richards
Director of Finance: Kristopher J. Mooney
Assistant City Manager: Flinn Fagg
City Manager: Teresa Gallavan for Scott Stiles
ATTACHMENTS:
A. Amendment No.1 to Agreement 25Q414
B. Public Integrity Disclosures
C. Professional Services Agreement 25Q414
D. Stage 0 Report
E. LMN/02 Proposal
[https://publicportal.palmspringsca.gov/WebLink/DocView.aspx?id=1461164&dbi d=0&repo=CityHall-Primary
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ATTACHMENT A
Amendment No. 1 to 25Q414
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55575.18100\42913029.1
(BB&K 2024)
AMENDMENT NO. 1 TO THE CONVENTION CENTER ARCHITECTURAL AND ENGINEERING SERVICES 25Q414
BETWEEN THE CITY PALM SPRINGS AND LMN/O2 JOINT VENTURE
1. Parties and Date.
This Amendment No. 1 to the Convention Center Architectural and Engineering Services Agreement 25Q414 is made and entered into as of this 8th day of July 2026, by and between the City of Palm Springs, a California charter city and municipal corporation (“City”), and LMN / o2 (“Consultant”), a California Joint Venture. City and Consultant are sometimes individually referred to as “Party” and collectively as “Parties.”
2. Recitals.
2.1 Agreement. City and Consultant entered into an agreement titled “Convention Center Architectural and Engineering Services 25Q414” dated December 1, 2025, Agreement for the purpose of retaining the services of Consultant to provide architectural and engineering services for the convention center renovation and expansion project in an initial amount not to exceed $1,000,000 and a term commencing on December 1, 2025, and ending on December 31, 2028.
2.2 Amendment Purpose. City and Consultant now desire to amend the Agreement to amend the scope of services and schedule of compensation following the completion of phase 0, programming, vision and budget alignment services, for an additional amount of $6,309,988.20, and a revised contract amount not to exceed $7,309,988.20.
2.3 Amendment Authority. This Amendment No. 1 is authorized pursuant to Section 2.3 of the Agreement.
3. Terms.
3.1 Amendment. Section 2.1 of the Agreement is hereby amended in its entirety to read as follows:
"2.1 Maximum Contract Amount. For the Services rendered under this Agreement, Consultant shall be compensated by City in accordance with the Schedule of Compensation, which is attached as Exhibit “B” and incorporated herein by this reference. Compensation shall not exceed the maximum contract amount of Seven Million Three Hundred Nine Thousand Nine Hundred Eighty-Eight Dollars and Twenty Cents ($7,309,988.20) ("Maximum Contract Amount"), except as may be provided under Section 2.3. The method of compensation shall be as set forth in Exhibit “B.” Compensation for necessary expenditures must be approved in advance by the Contract Officer designated under Section 4.2. The Maximum Contract Amount shall include the attendance of Consultant at all project meetings reasonably deemed necessary by the City. Consultant shall not be entitled to any increase in the Maximum Contract Amount for attending these meetings."
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55575.18100\42913029.1
(BB&K 2024)
3.2 Amendment. Exhibit “B” Schedule of Compensation of the Agreement is hereby amended to incorporate Attachment “A” PSCC Cost Proposal for Design Services attached hereto and incorporated herein reference.
3.3 Continuing Effect of Agreement. Except as amended by this Amendment No. 1, all other provisions of the Agreement remain in full force and effect and shall govern the actions of the parties under this Amendment No. 1. From and after the date of this Amendment No. 1, whenever the term “Agreement” or “Contract” appears in the Agreement, it shall mean the Agreement as amended by this Amendment No. 1.
3.4 Adequate Consideration. The Parties hereto irrevocably stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Amendment No. 1.
3.5 Severability. If any portion of this Amendment No. 1 is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect.
3.6 Counterparts. This Amendment No. 1 may be executed in duplicate originals, each of which is deemed to be an original, but when taken together shall constitute but one and the same instrument.
[SIGNATURES ON FOLLOWING PAGE]
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55575.18100\42913029.1
(BB&K 2024)
SIGNATURE PAGE FOR AMENDMENT NO. 1 TO THE CONVENTION CENTER ARCHITECTURAL AND ENGINEERING SERVICES 25Q414
BETWEEN THE CITY PALM SPRINGS AND LMN/o2 JOINT VENTURE
IN WITNESS WHEREOF, the Parties have executed this Agreement as of the dates stated below.
CONSULTANT:
By: ____________________________ By: ______________________________ Signature Signature
(2nd signature required for Corporations)
Date: Date:
CITY OF PALM SPRINGS:
APPROVED BY CITY COUNCIL:
Date: _7/08/2026 Item No.
APPROVED AS TO FORM: ATTEST:
By: ___________________________ By: _______________________________ City Attorney City Clerk
APPROVED:
By: _______________________________ Date:
City Manager – up to $150,000
Deputy/Assistant City Manager – up to $50,000
Director – up to $25,000
Manager – up to $5,000
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ATTACHMENT "A"
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1089 N Palm Canyon Dr
Suite B
Palm Springs, CA 92262
Ph. 760-778-8165
June 10, 2026
June 26, 2026 Revised
Joel Montalvo
City Engineer
City of Palm Springs
3200 E. Tahquitz Canyon Way
Palm Springs, CA 92262
[email protected]
Re: Palm Springs Conven,on Center Moderniza,on Project
Proposal Le.er for Stage 1 (Renova,on + Infrastructure) and Stage 2 (Expansion) Design Services; Schema,c Design through Construc,on Administra,on/Project Close-out Dear Mr. Montalvo,
In connec,on with the Professional Services Agreement dated January 5, 2026, between the City of Palm Springs, California and LMNo2 Joint Venture for the Palm Springs Conven,on Center Moderniza,on project (PSCCM), we are pleased to submit this proposal for your review and approval.
The design team has successfully completed the Stage 0 phase, which established a defined project scope, and budget framework aligned with the City's immediate and long-term venue improvement goals. The Stage 0 effort successfully iden,fied the full range of desired improvements, established concept-level construc,on cost es,mates, and priori,zed project scope elements. While several project components require addi,onal analysis to fully define costs and implementa,on requirements, the Stage 0 Report provides a strong founda,on for advancing the project into design.
This proposal is based on the scope, budget, and recommenda,ons outlined in the Stage 0 Report dated June 4, 2026. The construc,on cost limit for the project has been established by the city's representa,ve at $81,360,000. As the project enters the next phase of design, the current scope of work exceeds the established construc,on budget. This reflects a deliberate direc,on from the city and project team to maintain the full desired scope while further analysis and refinement are completed. The design team is commi.ed to working collabora,vely with the city to con,nuously align scope and budget throughout the design process. It is an,cipated that, upon comple,on of Schema,c Design, the project scope will be refined to align with the established construc,on cost target. 1 O – Page 537 of 1296
LMNo2 recommends that the Stage 1 and Stage 2 scopes be designed concurrently to ensure a cohesive and seamless project outcome while minimizing the risk of redesigning and rework that could result from a sequen,al design approach. Building systems, infrastructure improvements, and design decisions should be evaluated holis,cally across the full project scope to maximize efficiency, coordina,on, and long-term value.
This proposal includes a project descrip,on, scope of services for Schema,c Design, Design Development, Construc,on Documents, Construc,on Administra,on, and Project Closeout, as well as Furniture, Fixtures, and Equipment (FF&E) and Public Art coordina,on efforts, schedule, and a basis of compensa,on for LMNo2 Joint Venture and its subconsultants.
Project Descrip
on
The project consists of the Stage 1 Renova,on (Stage 1) and Expansion (Stage 2) of the exis,ng conven,on center located at 77 N Avenida Caballeros, a few blocks from the heart of downtown Palm Springs, California. The resul,ng conven,on center is intended to address deferred maintenance, improve opera,onal efficiency, and enhance the overall visitor experience through renova,on, expansion and upda,ng the master plan. It will also support the City’s broader goals of economic development, sustainability, and community engagement.
This proposal specifically addresses the following scopes of work listed below and as further outlined in Exhibit F: Palm Springs Conven,on Center Moderniza,on Project Stage 0 Report dated June 4, 2026.
Stage 1 Renova,on Scope
1. Main Lobby
2. Primrose Ballroom
3. Oasis Exhibit Hall
4. Hallway 2 (south Pre-func,on)
5. Mesquite Mee,ng Rooms
6. Smoke Tree Mee,ng Rooms
7. Renova,on of exis,ng restrooms
8. Renova,on of exis,ng kitchen and/or reloca,on
9. Signage
10. Raising of E. Amado Rd between Conven,on Center and Jackie Lee Houston Plaza
11. Exterior West Entry Canopy ligh,ng
Stage 2 Expansion Scope (Op,on 3 per Stage 0 Report)
1. 14,800 SF increase of pre-func,on space
2 O – Page 538 of 1296
2. 8,500 SF increase of mee,ng space
3. Approximately 5,000 SF increase of special indoor/outdoor event space
4. Addi,onal Front of House (FOH) spaces to support expansion areas.
Scope of Services
The scope of work is based on the Stage 0 deliverables with the Client’s preference to move forward with defining systems and costs where necessary to make informed decisions with the client team to align the project scope with the defined construc,on budget. The client acknowledges the project will begin the schema,c design phase with the scope of work exceeding the construc,on budget. This is inten,onal direc,on from the client team to avoid prematurely value engineering the scope of work while several areas s,ll require addi,onal explora,on and analysis. The design team will work to con,nue to align the budget and scope through Schema,c Design with the goal to confirm scope prior to moving into the Design Development phase.
Schema
c Design (SD)
The Schema,c Design phase will build upon the approved Stage 0 Report, issued June 4, 2026, and further develop the programma,c requirements and project parameters established by the Client. The scope of services for the Schema,c Design phase includes advancing the work iden,fied in Exhibit F: Palm Springs Conven,on Center Moderniza,on Stage 0 Report to confirm and refine the overall size, character, and design direc,on of both phases of the project.
The design team will further develop and evaluate the various project components to ensure alignment with the approved program, sustainability objec,ves, opera,onal requirements, and stakeholder input. Through this process, the team will establish a cohesive design approach that integrates building systems, site considera,ons, and user experience while confirming the project's overall vision, scope, and budget objec,ves.
1. Project Kickoff and Review:
• Review Previous Work: Begin with a thorough review of the findings and decisions made during Stage 0.
• Set Goals and Objec
ves: Confirm the project's goals, objec,ves, budget, and schedule with the client and stakeholders.
2. Develop the Design Concept:
• Detailed Floor Plans: Create detailed floor plans of the conven,on center expansion, including all major spaces such as exhibi,on halls, mee,ng rooms, ballrooms, food service areas, administra,ve offices, and support spaces. • Define Spa
al Rela
onships: Refine the spa,al rela,onships and adjacencies between different func,ons to ensure efficient flow and usability. 3 O – Page 539 of 1296
• Massing and Form Development: Further develop the building's massing and form, considering the aesthe,c, func,onal, and contextual factors.
3. Site Planning:
• Detailed Site Layout: Develop a site plan that includes building placement, access points, landscaping, and outdoor event spaces.
• Circula
on and Accessibility: Plan for vehicular and pedestrian circula,on, ensuring compliance with accessibility standards and op,mizing ease of movement.
4. Building Systems and Structural Design:
• Preliminary Structural Systems: Work with structural engineer to develop preliminary structural systems and concepts.
• Mechanical, Electrical, and Plumbing (MEP) Systems: Collaborate with MEP engineer to outline the preliminary design of mechanical, electrical, and plumbing systems. Ensure that these systems align with the overall building design and func,onality and work cohesively with exis,ng systems.
• Sustainability Integra
on: Integrate sustainability features and strategies into the building systems, aiming for energy efficiency, water conserva,on, and environmental stewardship.
5. Interior Design Development:
• Space Planning: Refine the interior space planning, including layouts for major func,onal areas.
• Material and Finish Selec
on: Begin selec,ng materials and finishes that aligns
with the project’s aesthe,c, func,onal and sustainability goals. • Interior Eleva
ons: Develop interior eleva,ons and perspec,ves to visualize key spaces and elements.
6. Exterior Design Development:
• Facade Design: Develop designs for the building’s exterior facades, including materials, fenestra,on, and architectural details.
• 3D Modeling and Renderings: Create 3D models and renderings to visualize the design and facilitate client and stakeholder understanding and feedback. • Sustainability: Coordinate the exterior design with the energy model to support energy reduc,on strategies and maximize efficiency.
7. Sustainability:
• Sustainable Design Strategies: Confirm sustainable design strategies iden,fied.
Provide LEED kickoff session with client. Iden,fy performance goals to support the design process. Recommend, test and refine specific strategies to support these goals, including those for energy and carbon emissions, water use, sustainable materials, comfort and indoor air quality.
4 O – Page 540 of 1296
• Energy Modeling: Conduct energy modeling and simula,ons to assess the building’s performance and op,mize energy use.
• LEED: Provide early credit es,ma,on for SD and regular updates. • Life Cycle Assessment: Develop high-level embodied carbon drivers for the project, quan,fy rough carbon es,mate of salvage materials and determine poten,al reuse, and provide guidance for reducing greenhouse gas emissions for key materials.
8. Furniture – Programming and Test Fi<ng:
• Programming mee
ngs: mee,ngs to confirm client parameters for all space types. • Procurement methods and responsibili
es: confirm w/client and schedule.
• Project goals: confirm sustainability goals as related to furniture. • Adjacency and Circula
on Requirements: Research and assess requirements and
review with client
• Layout plans: Develop test fits for all areas in scope.
9. Signage & Wayfinding-
• Evaluate signage and wayfinding needs across the project: working with the signage consultant we will review existing signage, assess client needs and determine strategic direction for code-related signage and wayfinding. • Determine identification signage for building and spaces: review and confirm with client on types and locations.
• Signage graphics concepts: review graphics with the client’s design standards (if appliable) to ensure alignment with branding.
10. Code Compliance and Regulatory Review:
• Preliminary Code Analysis: Conduct a preliminary analysis of building codes, zoning regula,ons, and other relevant standards to ensure compliance. • Consult with Authori
es: Ini,ate discussions with relevant authori,es to address any poten,al compliance issues early in the process.
• Sustainability: Integrate city regula,ons, LEED and other goals into the compliance plan.
11. Cost Es
ma
on:
• Preliminary Cost Es
mate: Develop a preliminary cost es,mate based on the
refined schema,c design. This helps ensure the project remains within the established budget.
• Value Engineering: Par,cipate in a two-day cost reduc,on workshop with consultants and contractor to op,mize costs without compromising the design intent or project schedule.
12. Client and Stakeholder Reviews:
• Design Presenta
ons: Prepare and present the schema,c design to the client and key stakeholders for feedback and approval.
5 O – Page 541 of 1296
• Incorporate Feedback: Formally respond to all comments and integrate feedback from the client and stakeholders into the design, making necessary adjustments to align with their needs and expecta,ons. Prepare and facilitate ‘page turn’ reviews with the client’s PM team for feedback and comments.
• Project Design Team Leads: Collaborate with client consultants for the overall project to ensure cohesive approach to district planning and branding.
13. Administra
ve Tasks:
• BIM: Develop base BIM model for ini,al use by project team. Develop and issue BIM Level of Design (LOD) matrix to consultant team.
• Mee
ngs:
o A.end and facilitate recurring in-person Team Design Mee,ngs with the client and consultants in Palm Springs. Our proposal es,mates 4 in-person SD Mee,ngs at an approximately 3-week mee,ng cadence. Proposal assumes one (1) stakeholder mee,ng in this phase with ,ming to align with in-person client presenta,on / workshop.
o A.end and facilitate reoccurring Consultant work sessions/check-ins on a weekly/bi-weekly basis.
o Attend and facilitate reoccurring Owner, Owner Project Manager, Contractor, and Architect reoccurring check-ins on a weekly or biweekly basis.
13. Documenta
on and Deliverables:
• Schema
c Design Package: Includes all relevant drawings, plans, eleva,ons, sec,ons, models, renderings and suppor,ng documenta,on. • Outline Specifica
ons: Includes a high-level overview of the specifica,on divisions for the project and narra,ves for key design disciplines. • Approval and Sign-off: Obtain formal approval and sign-off from the client on the schema,c design package, allowing the project to move forward to the next phase. • Quality Control: Conduct internal QA/QC of documents.
Design Development (DD)
Based upon the approved Schema,c Design, the design team will finalize all major design decisions during the Design Development phase. We will con,nue to coordinate the design of the subconsultants.
1. Detailed Design Refinement:
• Refine Architectural Plans: Refine detailed floor plans, eleva,ons, and sec,ons, incorpora,ng feedback from the schema,c design phase.
6 O – Page 542 of 1296
• Finalize Space Planning: Ensure that the spa,al organiza,on and adjacencies are op,mized for func,onality, flow, and code compliance.
• Interior and Exterior Details: Refine the design details for both interior and exterior elements, including materials, finishes, and fixtures. Iden,fy and recommend materials and finishes that aligns with the project’s aesthe,c, func,onal and sustainability goals.
2. Structural Engineering:
• Detailed Structural Design: Work closely with structural engineer to finalize the structural systems, ensuring they meet the architectural intent and performance requirements.
• Founda
on Plans: Create detailed founda,on plans, showing all foo,ngs, slabs, and structural elements.
• Framing Plans: Develop framing plans for each level, detailing the structural system, including beams, columns, and load-bearing walls.
• Structural Details: Provide detailed drawings of structural connec,ons, reinforcements, and other cri,cal structural elements.
3. Mechanical, Electrical, and Plumbing (MEP) Systems:
• Mechanical Systems Design: Develop detailed designs for HVAC systems, including ductwork layouts, equipment selec,on, and system controls. • Electrical Systems Design: Finalize the electrical systems, including power distribu,on, ligh,ng, emergency systems, low-voltage systems, solar readiness, allelectric kitchen, and other project requirements. • Plumbing Systems Design: Complete the plumbing system design, detailing the layout of water supply, water reuse system, drainage, and waste systems. • Coordina
on: Ensure all MEP systems are fully integrated with architectural and structural design, including A/V and special ligh,ng, rigging and technology, resolving any conflicts.
4. Sustainability and Energy Efficiency:
• Sustainable Design Strategies: Further develop and integrate sustainable design strategies iden,fied during the schema,c design phase, such as energy-efficient systems, renewable energy sources, and sustainable materials. • Energy Modeling: Conduct on-going energy modeling and simula,ons to assess the building’s performance and op,mize energy use.
• LEED: Conduct a material assessment workshop to review requirements for products and materials. Determine material credits to pursue and iden,fy performance requirements.
• Life Cycle Assessment: Further develop detailed building embodied carbon model.
5. Code Compliance and Regulatory Approvals:
7 O – Page 543 of 1296
• Detailed Code Review: Conduct a comprehensive review of building codes, zoning regula,ons, and other relevant standards to ensure full compliance. • Coordina
on with Authori
es: Con,nue consulta,ons with local authori,es and
stakeholders to address regulatory requirements and obtain necessary approvals. • Sustainability: Con,nue the integra,on of city regula,ons, LEED and other goals into the compliance plan.
6. Interior Design:
• Detailed Interior Layouts: Develop detailed interior layouts for all major spaces, including exhibi,on halls, mee,ng rooms, ballrooms, food service areas, and administra,ve offices.
• Material and Finish Specifica
ons: Finalize the selec,on of materials, finishes,
fixtures, and furnishings for all interior spaces. Consider and coordinate life cycle assessment analysis including embodied carbon and poten,al salvage reuse opportuni,es.
• Interior Eleva
ons and Details: Produce detailed interior eleva,ons, sec,ons, and details to guide the construc,on process.
• Interior Design Renderings: Provide visualiza,ons of the key interior spaces to communicate the design intent and spa,al rela,onships.
7. Exterior Design:
• Facade Design Details: Finalize the design details for the building’s exterior facades, including materials, fenestra,on, shading devices, and architectural features. • Outdoor Spaces: Finalize the design details, in coordina,on with Landscape Design noted below, for all on-structure exterior courts, etc. including materials and architectural features.
• Sustainability: Con,nue coordina,on with the energy model to support energy reduc,on strategies and maximize efficiency.
• Exterior Renderings: Create high-quality renderings and visualiza,ons of the building’s exterior to aid client presenta,ons and approvals. • Roof Design: Provide a detailed layout of the roof plan expansion iden,fying the materials and condi,ons requiring detailing.
8. Building Systems Design:
• Interdisciplinary Coordina
on: Coordina,on between architectural, structural,
mechanical, electrical, plumbing (MEP), and other specialized consultants. • Technology and Communica
ons Systems
• Audio Visual Systems
• Electronic Security Systems
• Fire Protec
on Systems
• Fire Alarm Systems
8 O – Page 544 of 1296
9. Landscape Design:
• Site and Landscape Plans: Develop detailed site and landscape plans, including plan,ng designs, hardscape elements, ligh,ng, and site ameni,es. • Integra
on with Building Design: Ensure the landscape design is fully integrated with the building design, site planning and supports sustainability goals including water reuse.
10. Signage & Wayfinding:
• Signage Package Development: work with client to refine signage and wayfinding design.
• Signage Design and Types Development: Develop and review with client signage material finish palettes and sign types.
11. Cost Es
ma
on and Value Engineering:
• Detailed Cost Es
mate: Prepare a detailed cost es,mate based on the design development drawings and specifica,ons.
• Value Engineering: In collabora,on with the cost consultant and contractor, conduct a value engineering session to iden,fy cost-saving opportuni,es without compromising the design quality or func,onality.
12. Client and Stakeholder Reviews:
• Design Presenta
ons: Present the design development drawings and documents to the client and stakeholders for review and feedback. Proposal includes one (1) stakeholder mee,ng in this phase with ,ming to align with in-person client presenta,on/workshop.
• Incorporate Feedback: Formally respond to all comments and integrate feedback from the client and stakeholders into the design, making necessary adjustments to align with their needs and expecta,ons. Prepare and facilitate ‘page turn’ reviews with the client’s PM team for feedback and comments.
• Design Coordina
on Review Work sessions: Conduct work sessions with the Owner PM Team, Construc,on Manager at Risk and Design Team Consultants for design coordina,on, design-assist consulta,ons and constructability reviews.
13. Administra
ve Tasks:
• Mee
ngs:
o A.end and facilitate recurring in-person Team Design Mee,ngs with the client and consultants in Palm Springs. Our proposal es,mates 5 in-person DD Mee,ngs at an approximately 3-week mee,ng cadence.
o A.end and facilitate reoccurring Consultant work sessions/check-ins on a weekly/bi-weekly basis.
o Attend and facilitate reoccurring Owner, Owner Project Manager, Contractor, and Architect reoccurring check-ins on a weekly or biweekly 9 O – Page 545 of 1296
basis.
14. Documenta
on and Deliverables:
• Design Development Drawings: Includes plans, eleva,ons, sec,ons, and details. • Project Specifica
ons: Develop detailed project specifica,ons outlining materials, products, and workmanship standards.
• Approval and Sign-off: Obtain formal approval and sign-off from the client on the design development package, paving the way for the construc,on documenta,on phase.
Construction Documents (CD)
Based upon the approved Design Development documents, the design team will continue to document the design, working closely with the consultant team, and with the Client and Contractor in the review of details for both cost and constructability.
1. Building System Coordination:
• Interdisciplinary Coordination: Ensure coordination between architectural, structural, mechanical, electrical, plumbing (MEP), and other specialized consultants.
2. Detailed Architectural Drawings:
• Floor Plans: Develop detailed floor plans for all levels, indicating dimensions, materials, and construction details.
• Elevations: Create detailed exterior and interior elevations, showing materials, finishes, and key dimensions.
• Sections: Produce building sections and wall sections that illustrate the construction details and relationships between different building components. • Details: Develop detailed drawings for specific architectural elements, such as doors, windows, stairs, and custom features.
3. Structural Drawings:
• Finalize structural system and details.
• Finalize structural calculations for permit submission.
4. MEP Drawings:
• Mechanical Plans: Produce detailed HVAC plans, including ductwork layouts, equipment locations, and control systems.
• Electrical Plans: Develop detailed electrical plans, including power distribution, lighting layouts, circuiting, panel schedules,
• Plumbing Plans: Create detailed plumbing plans, showing piping layouts, fixture locations, and specifications for water supply/reuse and drainage systems. 10 O – Page 546 of 1296
• Coordination Drawings: Ensure MEP systems are fully coordinated with architectural and structural elements including A/V, special lighting, rigging and technology to avoid conflicts.
5. Sustainability and Energy Efficiency:
• Sustainable Design Strategies: Further integrate and detail sustainable design strategies identified during the design development design phase, such as energyefficient systems, renewable energy sources, and sustainable materials. • Energy Modeling: Conduct on-going energy modeling and simulations to assess the building’s performance and optimize energy use.
• LEED: Continue to track decisions and action items based on documentation requirements for each credit. Provide review of consultant credits and submit to GBCI.
• Life Cycle Assessment: Update the baseline and proposed building embodied carbon model to confirm requirements are met.
6. Specialty Systems:
• Fire Protection: Develop fire protection system plans, including sprinkler layouts, fire alarms, and emergency lighting.
• IT and AV Systems: Detail the infrastructure for information technology and audiovisual systems, including data cabling, server rooms, and equipment locations.
• Security Systems: Design security system layouts, including access control, surveillance, and alarm systems.
7. Site and Landscape Drawings:
• Site Plan: Code minimum: The site plan showing building placement, utilities, paving, hardscape, and code minimum landscaping.
• Grading and Drainage: Develop detailed grading and drainage plans to manage site water flow and prevent erosion.
• Landscape Plans: Detailed landscape plans showing planting, hardscape details, reclaimed irrigation, and site lighting.
8. Signage & Wayfinding:
• Development of Bid Package: Provide a coordinated Design Intent package suitable for bidding for signage fabricators including sign location plans, message schedules, dimensioned sign types and details, code analysis and notes.
Specifications:
• Technical Specifications: Write detailed technical specifications for materials, products, and workmanship standards. These should cover all divisions of construction, from site work to finishes.
11 O – Page 547 of 1296
• Performance Specifications: Include performance criteria for systems and components to ensure they meet project requirements.
9. Code Compliance and Quality Assurance:
• Code Review: Conduct a comprehensive review to ensure all drawings and specifications comply with local building codes, zoning regulations, and other relevant standards.
• Quality Assurance: Implement a quality assurance process to review and check the accuracy and completeness of the construction documents • Sustainability: Continue the integration of city regulations, LEED and other goals into the compliance plan.
10. Client and Stakeholder Reviews:
• Document Review: Present the construction documents to the client and key stakeholders for review and approval.
• Incorporate Feedback: Formally respond to all comments and integrate feedback from the client and stakeholders into the design, making necessary adjustments to align with their needs and expectations. Prepare and facilitate ‘page turn’ reviews with the client’s PM team for feedback and comments.
11. Permitting and Approvals:
• Permit Applications Public Works-Engineering: Prepare and submit all necessary documents to obtain grading, drainage and water/sewer permits and other required approvals from local authorities.
• Permit Applications Building and Safety: Prepare and submit all necessary documents to obtain building permits and other required department approvals. • Regulatory Approvals: Coordinate with regulatory agencies to ensure all necessary approvals are obtained before construction begins.
• Permit Applications Health Dept: Riverside County Health Department Food Service components.
12. Administra
ve Tasks:
• Mee
ngs:
o In-person design mee,ngs are not an,cipated during construc,on document phase. If needed, design mee,ngs to be virtual.
o A.end and facilitate reoccurring Consultant work sessions/check-ins on a weekly/bi-weekly basis.
o Attend and facilitate reoccurring Owner, Owner Project Manager, Contractor, and Architect reoccurring check-ins on a weekly or biweekly basis.
13. Final Documentation and Issuance:
12 O – Page 548 of 1296
• Construction Document Package for Guaranteed Maximum Price (GMP): Compile the final set of construction documents, including all drawings, specifications, and supporting documents.
• Issuance for Construction (IFC): Once bids are received and contracts are awarded, and permit approvals are in place, issue the construction documents for construction.
Construction Administration Phase
Construction is anticipated to start July 2027 and complete December 2028 (18-month duration).
The preliminary design and construction schedule has been developed based on currently available information. The proposed Construction Administration fee assumes an average level of effort equivalent to 1.5 full-time employees (FTEs) over the duration of the construction phase.
• Attend weekly Owner-Architect-Contractor (OAC) meeting. OAC meetings led by Contractor. Minutes recorded and issued by Contractor.
• Conduct regular site visits to monitor construction progress. Plan for the following schedule:
o Weekly site visits from the start of construction through substantial completion.
o Perform supplemental site visits as necessary to address specific issues or milestones.
o Attend site visits during the project closeout phase to confirm final compliance and resolution of outstanding items.
• Prepare and issue site observation field reports.
• Review and approve contractor pay applications, verifying the work completed aligns with payment requests. Participate in pencil review draw request meetings. • Respond to Requests for Information (RFI’s).
• Review and approve shop drawings, product data, and samples submitted by contractor to ensure they align with the design intent and documents. Assume no more than two (2) reviews.
• Issue Supplemental Information as requested by contractor. • Review change orders prepared by contractor.
• Review initial punch lists as prepared by contractor. Participate in punch list site walks. Conduct follow-up reviews to confirm the contractor’s completion of punch list items.
• Review LEED, and other sustainability goals to confirm compliance and credit documentation needed for certification. Provide contractor training early in 13 O – Page 549 of 1296
construction. Review contractor documentation and submit final LEED documentation after construction to secure rating.
Project Closeout Phase
With the notice of Substantial Completion, the design team will continue with construction review and resolution for any outstanding issues or deficiencies needed to achieve final completion and project closeout.
• Prepare and issue architectural record documents.
• Assist and review contractor provided operation/maintenance manuals and warranty documents.
• Final inspection and Notice of Completion Certificate. • 1 year warranty walk.
Furniture
The furniture design approach for the project will create solu,ons that build on the overall project goals. The furniture scope will commence when the building spaces are defined enough to have set adjacencies. The furniture package will aim to incorporate sustainable/reuse aspects like the overall project. Above all the furniture will be paired with the use of the spaces and elevate the user/visitor experience while in the buildings.
This layer of ameni,es will provide necessary access to power/data and will offer levels of comfort for working or relaxing in the conven,on center. This package will be the “Basis of Design” solu,on and will provide the standard for the procuring en,,es to solicit bids for the project.
Scope includes the following spaces for exis,ng and expansion:
• Public lobbies, registration, pre-function zones
• Information/Host desk
• First aid/coat and luggage storage
• Hospitality suite spaces
• Green room and dressing rooms
• Employee breakroom
• Food service breakroom
• Administrative offices
• Operations and maintenance offices
• Building support offices
Programming and Test Fi<ng:
• See above under Basic Service scope.
14 O – Page 550 of 1296
Preliminary Design:
• Further define furniture types (style/typology direction). • Confirm re-use and inventories required.
• Develop preliminary budget and confirm with client group. • Concept approach for key public spaces.
• Confirm storage needs/clearances/code issues.
• Coordinate furniture layouts with electrical, data and AV locations. • Confirm procurement type and entity.
• Develop and communicate sustainability/LEED/WELL goals that might affect furniture section.
• Meeting notes and client communications.
• Present preliminary layout options by space for client review and approval. • Concept package showing design approach, furniture, materials and finishes. • Coordinate furniture concept with proposed building finishes • 3D drawings showing relationship and spatial context for key spaces – conference rooms, systems furniture, pre-function lounge furniture. • Schedule
Design Development Phase:
• We anticipate a several-month gap between phases to time the furniture orders one year ahead of the installation date.
• Further define furniture types.
• Develop Detailed furniture plans with required clearances and egress. • Confirm re-use and inventories required.
• Continued coordination furniture layouts with electrical, data and AV locations. • Update budget and confirm w/client group.
• Identify long lead procurement items.
Documenta
on Phase:
• Prepare outline specifications for all selected pieces and coordinate with entity responsible for bid documents (Basis of Design).
• Summary of sustainable products/approach.
• Prepare final furniture layout plans keyed for installation coordination. • Prepare final FF&E Specification book, including furniture schedule and cutsheets • Coordinate sit tests if required.
• Client review meetings and notes.
Furniture Assump
ons and Exclusions:
15 O – Page 551 of 1296
• The scope of work and fee estimate are based on the current understanding of the project. The design team anticipates participating in a working session with the city of Palm Springs, the owner’s representative, and convention center facilities and operations staff during the Schematic Design phase to validate and finalize the project scope, schedule, and key assumptions. Any resulting modifications to the scope, schedule, or level of effort will be reflected in a revised fee estimate. • Assumes furniture installation occurs in late Q4 2028 or early Q1 2029. • Assumes coordination and review with client of client designed and selected items (IE: banquet chairs).
• Assumes coordination with client selected equipment and existing equipment to be relocated.
• Client to provide all standards required by the city of Palm Springs and the convention center user prior to the start of the FF&E Design phase, including purchasing requirements.
• Client/user group to provide a list (inventory) with dimensions and details about all furniture to be re-used prior to the start of Design Development phase. • Client to share and outline anticipated procurement methods in the early Preliminary Design phase.
• The building spaces shall be set prior to the start of Design Development phase, if program spaces and locations or adjacencies change add services may be solicited. • Exterior site furniture will be designed and specified by landscape architect. • Does not include selection of owner equipment.
• Does not include whiteboards or bulletin boards installed by GC, may include mobile units as needed.
• Most items will be ready made by manufacturers.
• If fully custom items enter the scope, the design team may request additional fees for design and documentation tasks.
• Does not include sit tests or mockup review for all items (shortlist of sit test chairs will be developed in DD).
• Does not include Bidding, Awarding, Fabrication, Installation or Punch listing services. This scope by others.
Public Art Integra
on
We are proposing to structure this scope as a two-stage process. The first stage would be an hourly engagement, on a not to exceed basis. Scope to include:
• Collaborate with the City of Palm Springs Public Art Commissioner to identify process and timeline for implementation
• Participate in and support the artist selection process • Collaborate with the artists to discuss how best to realize their vision and concepts • Identify potential art locations both exterior and interior • Collaborate with the district and urban connector design team as appropriate 16 O – Page 552 of 1296
Once the public art integra,on scope is defined, the design team will submit an addi,onal service for the second stage to support the engineering, ligh,ng and electrical needs upon finalizing art and art loca,ons and outline how each artwork will be integrated, fabricated and installed into the building or site.
Sub-consultants
For a descrip,on of subconsultants’ scope of work, deliverables, clarifica,ons and assump,ons, and associated fees, reference Exhibit C: Consultant Proposals.
Schedule
A preliminary design schedule for future phases has been developed to illustrate the most efficient and effec,ve design process. Reference Exhibit D: Preliminary Stage 1 & Stage 2 Design Schedule.
While opportuni,es may exist to package por,ons of the renova,on work for separate bidding and procurement, it is premature to define those strategies at this stage of the project. Development of the overall delivery approach requires con,nued coordina,on and collabora,on among conven,on center opera,ons and facili,es staff, the contractor, the owner’s representa,ve, and the broader consultant team. The schedule will be refined as the project advances and key team members are engaged.
Clarifica
ons and Exclusions:
• The Owner is responsible for providing existing site and building information, environmental assessments, boundary and topographical survey information, geotechnical reports and hazardous materials testing, reports, and remediation.
The cost of third-party services such as geotechnical, environmental, surveying, and permit expeditor, enhanced commissioning services are not included. • This proposal does not include any efforts associated with the identification, removal or remediation of any known or found hazardous materials that remain on the site or in structures that currently exist on the site. • The project will be designed to seek a LEED Gold Certification under LEED v4. A LEED accredited individual will be utilized to facilitate registration and facilitation of documentation required by various team members for submission to USGBC is included as part of our Services.
• This proposal assumes that a qualified contractor will be retained at the beginning of the Design Development Phase and will be utilized by the client and the project team to inform the project team on issues regarding the cost of the project, alignment with the project’s budget goals, construction schedule, and constructability issues.
17 O – Page 553 of 1296
• This proposal assumes that the design team will provide services through the Schematic Design phase for the full project scope identified in the Stage 0 Report, including the base scope associated with the stated construction budget of $81,360,000 and the identified add-alternate scope valued at approximately $16,656,000. Upon completion of the Schematic Design phase, the Owner will establish and approve a final project scope and corresponding construction budget.
The Design Development phase will proceed based on this approved scope and budget, with the expectation that the project scope has been aligned to the available construction funding.
• The Owner is responsible for providing timely approvals to facilitate the project's progress.
• The offices on the north side of Oasis Hall are not currently accessible. Given the extent of improvements, accessibility to these second-floor offices will need to be addressed within the project budget. This scope is not captured in the cost estimate but we have provided an allowance for a vertical transportation consultant and associated design fees.
• Our proposal assumes that the Work will be performed in a continuous manner according to the project schedule provided as part of this proposal, with the Schematic Design Phase starting in June 2026. Schedule delays or extensions to the schedule may be subject to additional services.
• If the Owner requests or the project requires services beyond the scope described in the proposal, LMNo2 JV will notify the Owner and obtain consent before starting the additional services. The Owner will compensate LMNo2 JV for approved additional services on a mutually agreed upon amount.
• The design team will support the convention center’s community engagement and outreach efforts led by the convention center’s communications consultant. The design team will attend 8 meetings max. Renderings, diagrams and models produced for the design effort will be made available as necessary. • BIM integration with city of Palm Springs building management system (COBIE) is excluded. Upon clarification of scope, a separate proposal will be developed for review and approval.
Compensa
on
The design team has prepared a fee proposal covering all phases of Schema,c Design through Construc,on Administra,on and Project Closeout based on this integrated delivery approach. While opportuni,es may exist to package por,ons of the renova,on work for separate bidding and procurement, it is premature to define those strategies at this stage of the project. Development of the overall delivery approach will require con,nued 18 O – Page 554 of 1296
coordina,on among conven,on center opera,ons and facili,es staff, the contractor, the owner's representa,ve, and the broader consultant team.
Design fees for all phases are proposed on a fixed fee basis. The Construc,on Administra,on fee has been developed based on the informa,on currently available and reflects our best es,mate of the an,cipated level of effort. Given that the project's construc,on sequencing and phasing strategy have not yet been fully defined, par,cularly as they relate to conven,on center opera,ons, event schedules, and facility occupancy requirements, we request the opportunity to revisit the Construc,on Administra,on fee at a later date. Following coordina,on with the contractor, Owner's Representa,ve, and City staff, and once the construc,on phasing approach is be.er understood, we can validate whether the proposed fee remains appropriate or requires adjustment to reflect the final delivery strategy.
Proposed Design Fees are summarized in Exhibit A: Team Fee Summary. Reference Exhibit B: LMNo2 JV workplan for hourly back-up informa,on. Reference Exhibit C: Consultant Proposals for individual Consultant Proposals.
Addi
onal Services
Addi,onal services, when iden,fied, shall be submi.ed under separate cover for considera,on and approval. Refer to a.achment Exhibit B: Consultant Proposals, for descrip,ons of poten,al addi,onal services related to each subconsultant discipline.
Reimbursable Expenses
We an,cipate project expenses to include the following: travel and associated travel expenses for the design team members in support of the design process. Es,mated reimbursable expenses are included in Exhibit A: Team Fee Summary.
Terms and Condi
ons
Upon approval, this proposal will become an Amendment to the Professional Services Agreement and Supplemental Terms and Condi,ons, dated January 5, 2026.
LMNo2 JV is fully commi.ed to your project and is excited to take this next step with you.
Please review and let us know if you have any ques,ons. If this meets your approval, we will look for the city to issue a Supplemental Agreement that authorizes us to proceed.
Sincerely
Pamela Trevithick AIA Lance O’Donnell FAIA
19 O – Page 555 of 1296
Partner Partner
LMNo2 JV LMNo2 JV
Enclosures:
Exhibit A – Team Fee Summary
Exhibit B – LMNo2 JV workplan
Exhibit C – Consultant Proposals
Exhibit D – Preliminary Stage 1 & 2 Design Schedule
Exhibit E – LMNo2 2026 Hourly Rates
Exhibit F – Palm Springs Conven,on Center Modifica,on Project Stage 0 Report 20 O – Page 556 of 1296
Exhibit A: Team Fee Summary
Palm Springs Convention Center Modernization ProjectSchematic Design through Construction Administration Phases 6/23/2026
Assumptions
Project Scope per 06/26/2026 Proposal
Anticipated construction cost approximately $81,360,000 Based on EXHIBIT D: Preliminary Stage 1 &2 Design ScheduleRefer to EXHIBIT B (LMNo2JV Workplan) and EXHIBIT C (Consultant Proposals) for hours per phase breakout infomation BASIC SERVICES Add 1 Add 2 TOTAL Reimbursables
SD DD CD+Bid+Permit CA+Closeout w/ ADDs
LMNo2 Prime
Architecture/Interior Design $497,380.00 $809,800.00 $819,434.00 $888,726.00 $3,015,340.00 FF&E $28,400.00 $40,480.00 $43,596.00 $112,476.00
Public Art Assistance/Stage 1 (Hourly/NTE) $9,500.00 $9,500.00 Sub-Total Prime $525,780.00 $859,780.00 $863,030.00 $888,726.00 $3,137,316.00 $3,137,316.00 $65,000.00 Sub-ConsultantsMSA (Civil Engineer) $48,190.00 $38,320.00 $63,225.00 $15,640.00 $165,375.00 $165,375.00 $5,000.00 Martin/Martin (Structural) $45,200.00 $120,000.00 $217,350.00 $67,920.00 $450,470.00 $450,470.00 $5,000.00 Martin/Martin (Building Enclosure) $16,800.00 $36,500.00 $20,000.00 $73,300.00 $73,300.00RIOS (Landscape Architecture) $57,585.00 $75,500.00 $108,425.00 $56,125.00 $297,635.00 $5,280.00 $302,915.00 $8,440.00 Landscape $55,825.00 $73,850.00 $103,475.00 $54,805.00 $287,955.00 $7,440.00 Irrigation Consultant $1,760.00 $1,650.00 $4,950.00 $1,320.00 $9,680.00 Construction Observation $1,000.00 RIOS (Signage & Wayfinding) $44,770.00 $46,720.00 $36,120.00 $11,820.00 $139,430.00 $139,430.00 $3,402.00ME (MEP/F+ IT+Acoustical) $308,000.00 $352,000.00 $488,000.00 $262,000.00 $1,410,000.00 $31,195.00 $1,441,195.00 $30,000.00 MEPF $215,000.00 $243,750.00 $341,250.00 $195,000.00 $995,000.00 Exterior Comfort Analysis IT/AV/Security/Acoustics $71,000.00 $76,250.00 $106,750.00 $61,000.00 $315,000.00 LEED $2,000.00 $2,000.00 $10,000.00 $6,000.00 $20,000.00 Energy Modeling $20,000.00 $30,000.00 $30,000.00 $80,000.00 HLB (Lighting) $36,250.00 $67,750.00 $58,500.00 $29,500.00 $192,000.00 $55,500.00 $25,000.00 $272,500.00 $4,500.00 Control System Tech Design Custom Luminaire Design
RICCA (Food Service) $54,340.00 $76,070.00 $70,600.00 $21,740.00 $222,750.00 $5,500.00 $228,250.00 $15,000.00 Exist'g. Equipment Survey
Woden (Code/Life Safety) $31,600.00 $37,900.00 $40,500.00 $0.00 $110,000.00 $110,000.00 $5,000.00Vermeulens (Cost Estimating) $51,400.00 $42,200.00 $0.00 $0.00 $93,600.00 $38,500.00 $132,100.00 $9,000.00 CD Cost Estimating
Lerch/Bates (Vertical Transportation) ALLOWANCE $4,700.00 $4,200.00 $4,100.00 $12,600.00 $25,600.00 $25,600.00 $5,000.00 3D8/ALLEGION(Hardware) ALLOWANCE $600.00 $1,800.00 $3,800.00 $3,000.00 $9,200.00 $2,800.00 $12,000.00 $0.00 Site Punch
Sub-Total Consultants $699,435.00 $862,460.00 $1,127,120.00 $500,345.00 $3,189,360.00 $133,495.00 $25,000.00 $3,353,135.00 $90,342.00Consultant Mark-up (10%)** $69,943.50 $86,246.00 $112,712.00 $50,034.50 $318,936.00 $13,349.50 $2,500.00 $334,785.50 $9,034.20 TOTAL BASIC SERVICES $1,295,158.50 $1,808,486.00 $2,102,862.00 $1,439,105.50 $6,645,612.00 $146,844.50 $27,500.00 $6,825,236.50 $164,376.20**The consultant mark-up is applied to cover business and operation taxes we are required to pay on pass-through consultant revenue. 21 O – Page 557 of 1296
EXHIBIT B: LMNo2 JV WORKPLAN
$9,500
TOTALBASIC SERVICES: Hourly Breakdown by person by phaseINITIALS PROJECT ROLE BILLING SD Hrs SD Fee DD Hrs DD Fee CD Hrs CD Fee CA Hrs CA Fee TOTAL TOTAL RATE NOTE 1 NOTE 2 HOURS FEES
TP NrraenJt- P MLV $ 524 $ 821 $ 00,445 041 $ 00,595 63 83,951 $ 12 $ 71,69 523 45,4931COL rraenJt-P OV2 $ 573 $ 041 $ 00,525 021 $ 00,054 27 $ 52,182 432 95,549 665 8,1022 $ 4TBP gninnalP $ 523 $ 27 00,432 0 $ - 0 $ - 0 $ $ - 27 00,432DTB reganarjPoceM t $ 552 $ 652 $ 08,256 023 $ 00,618 882 $ 00,567 651 76,824 0201 662 $ 74,2DMS rjPocerensD geti $ 022 $ 023 $ 00,407 004 $ 00,088 441 00,033 $ 12 87,94 588 87,3691 $ GM rjPocreceAtc ttih $ 522 $ 652 $ 00,675 084 $ 00,0801 675 $ 00,0531 426 59,2151 6391 $ 59,8154 DTB rceAtc ffattihS $ 081 $ 023 $ 00,675 006 $ 00,0801 027 00,0531 $ 87 24,741 8171 13 $ 24,35JA rceAtc-tihO 2 $ 012 $ 04 $ 00,48 093 $ 00,918 027 $ 00,5751 0432 13,5925 0943 77 $ 13,37MRK daerLo rnseDt genIii $ 542 $ 69 $ 02,532 042 $ 00,885 441 $ 05,763 87 60,602 855 67,6931 $ DTB rroernseDt genIii $ 091 $ 69 $ 04,281 003 $ 00,075 027 00,5241 0 $ $ 6111 - 04,7712LV rrceeAttc nIntih $ 011 $ 462 $ 04,092 006 00,066 0 $ - 0 $ $ - 468 04,059RV rrceeAttc nInO tih2 $ 011 0 $ - 0 $ $ - 63 $ 52,14 651 $ 29,481 291 71,622AK -daeLytilibansuiSat $ 042 $ 02 $ 00,84 02 $ 00,84 01 69,42 $ 8 $ 14,02 85 73,141RC snocictifeapiS $ 052 $ 04 $ 00,001 001 $ 00,052 061 00,024 0 $ $ - 003 00,077RC QQ/AC $ 052 $ 42 $ 00,06 04 $ 00,001 04 00,501 0 $ $ - 401 00,562 DM noitazislaiuV $ 072 60 $ 16,200 60 $ 16,200 0 $ - 0 $ - 120 $ 32,400 TOTALS 2132 $ 497,380 3810 $ 809,800 3666 $ 819,434 3716 $ 888,726 13324 $ 3,015,340 FF&E ESTIMATEINITIALS PROJECT ROLE BILLING SD Hrs SD Fee DD Hrs DD Fee CD Hrs CD Fee CA Hrs CA Fee TOTAL TOTAL RATE NOTE 1 HOURS FEES
MRK daeL FEF& $ 542 $ 04 $ 00,89 46 $ 08,651 84 84,321 $ 251 82,873TBD FF&E Assist 155$ 120 $ 18,600 160 $ 24,800 192 $ 31,248 472 $ 74,648 TOTALS 160 $ 28,400 224 $ 40,480 240 $ 43,596 624 $ 112,476 $3,137,316
PALM SPRINGS CONVENTION CENTER
$497,380$809,800$819,434$888,726
$3,015,340
FF&E ESTIMATE $112,476Schematic DesignDesign DevelopmentConstruction DocumentsSubtotalConstruction Administration+ Close-outPublic Art Integration (Stage 1 only) Hourly, NTE 22 O – Page 558 of 1296
34200 Bob Hope Drive, Rancho Mirage, CA 92270 | 760.320.9811 | msaconsultinginc.com June 10, 2026
LMN o2, Joint Venture
1089 N. Palm Canyon Drive, Suite B
Palm Springs, CA 92262
Attn: Pamela Trevithick and Lance C. O'Donnell, FAIA
Subject: Proposal for Professional Engineering Services (RFP 2833) Palm Springs Convention Center – Palm Springs, CA
Dear Pamela and Lance:
MSA Consulting, Inc. (MSA) is pleased to provide you with this proposal for Professional Engineering Services related to the following areas of the Palm Springs (PS) Convention Center project, in the City of Palm Springs (City); areas shown on the attached exhibit. ▪ West End — North Calle Alvarado
▪ East End — East Lawn Expansion
Our proposal is based on discussions with you, the information provided, and our understanding of the City of Palm Springs’ standards and requirements.
Construction Document Phase scope and fees are subject to change based on future issuance of Conditions of Approval (COAs) and/or specific direction from the City.
The proposed Agreement, both Scope and Fee, contained herein, shall be valid until December 31, 2026. Scheduling for the Work will commence upon receipt of a signed copy of a Professional Service Agreement which will serve to acknowledge approval of the terms contained herein.
We hope the attached scope and fee are consistent with your requirements. We appreciate the opportunity to offer our services and would be pleased to answer any questions you might have.
Very truly yours,
Joe Baiza
Vice President / Director of Production Services
MSA Consulting, Inc.
JAB:br
Enclosures
Exhibit “A” – Scope of Work
Exhibit “B” – Compensation
Cost Proposal
Project Exhibit
Hourly Fee Schedule
O:\Proposals\Proposals 2025\P2833 - LMN o2, Joint Venture - PS Convention Center - Planning and Engineering Services\jab_LMN o2, Joint Venture_Prof. Engineering Services_Ltr_06.10.26.docx Via Electronic Mail
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Proposal for Professional Engineering Services (RFP 2833) PS Convention Center – Palm Springs, CA
June 10, 2026
34200 Bob Hope Drive, Rancho Mirage, CA 92270 | 760.320.9811 | msaconsultinginc.com EXHIBIT “A” – SCOPE OF WORK
MSA (Consultant) proposes to perform the following tasks:
1.1. Boundary/Topo Verification
Verify boundary and topographic information provided by others.
1.2. Supplemental Field Topo
Perform supplemental field topo to accentuate topographic information provided by others suitable for design use. Locate curb, gutter, crown, sidewalk, ramps, above ground utilities and large trees and shrubs. Process field topo data and insert into ACAD for design use.
1.3. LEED Gold Certification Support
Provide LEED Gold Certification support as requested by Client. Client will be responsible for LEED submittal and certification process.
1.4. North Calle Alvarado SD Street Plan
Prepare Schematic Design (SD) level North Calle Alvarado Street Plan, including scope of work narrative for cost estimation by others. Process plan through the Client and City for review and comments.
1.5. East Lawn Expansion Conceptual Grading Plan
Prepare Conceptual Grading Plan for East Lawn Expansion. Process plan through the Client and City for review and comments.
1.6. East Lawn Expansion Conceptual Private Water and Sewer Plan Prepare Conceptual Private Water and Sewer Plan for East Lawn Expansion.
Alignments and design will commence at 5’ from building, where MEP Engineer will be responsible for connections. Process plan through the Client and City for review and comments.
1.7. East Lawn Expansion Fire Access and Hose Reach Exhibit Prepare Fire Access and Hose Reach Exhibit for East Lawn Expansion. Process exhibit through the Fire Department for review and comments.
1.8. East Lawn Expansion Conceptual Private Fire Service Plan Prepare Conceptual Private Fire Service Plan for East Lawn Expansion. Process plan through the Fire Department for review and comments.
1.9. SD Meetings & Miscellaneous Services
Special Client requests, such as exhibits, applications, research, meetings (assumes three (3) meetings in the SD Phase) and other tasks not included above for the SD Phase. Coordination to be invoiced on a time and materials basis as shown on MSA’s current rate Schedule.
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Proposal for Professional Engineering Services (RFP 2833) PS Convention Center – Palm Springs, CA
June 10, 2026
34200 Bob Hope Drive, Rancho Mirage, CA 92270 | 760.320.9811 | msaconsultinginc.com
2.1. North Calle Alvarado DD Street Plan
Based on SD comments provided by the Client and City, prepare Design Development (DD) level North Calle Alvarado Street Plan. Process plan through the City for review and comments.
2.2. East Lawn Expansion Preliminary Grading Plan
Based on SD comments provided by the Client and City, prepare Preliminary Grading Plan for East Lawn Expansion. Client to process plan through the City.
2.3. East Lawn Expansion Preliminary Private Water and Sewer Plan Based on SD comments provided by the Client and City, prepare Preliminary Private Water and Sewer Plan for East Lawn Expansion. Alignments and design will commence at 5’ from building, where MEP Engineer will be responsible for connections. Client to process plan through the City.
2.4. East Lawn Expansion Preliminary Private Fire Service Plan Based on SD comments provided by the Client and Fire Department, prepare Preliminary Private Fire Service Plan for East Lawn Expansion. Client to process plan through the Fire Department.
2.5. DD Technical Specifications
Prepare draft technical specifications for Civil scope of work.
2.6. DD Meetings & Miscellaneous Services
Special Client requests, such as exhibits, applications, research, meetings (assumes four (4) meetings in the DD Phase) and other tasks not included above for the Design Development Phase. Coordination to be invoiced on a time and materials basis as shown on MSA’s current rate Schedule.
2.7. DD Reimbursables
Reimbursable expenses include in-house reproduction of the Design Development Phase materials, maps and documents for submittal.
3.1. Site Plan Conversion/Verification
Convert final site plan provided by Client for use in preparing Construction Documents (CDs).
3.2. North Calle Alvarado CD Street Plan
Prepare CD level North Calle Alvarado Street Plan. Process plan through the City for approval.
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Proposal for Professional Engineering Services (RFP 2833) PS Convention Center – Palm Springs, CA
June 10, 2026
34200 Bob Hope Drive, Rancho Mirage, CA 92270 | 760.320.9811 | msaconsultinginc.com
3.3. East Lawn Expansion Precise Grading Plan
Prepare Precise Grading Plan for East Lawn Expansion. Process plan through the City for approval.
3.4. East Lawn Expansion Private Water and Sewer Plan
Prepare Private Water and Sewer Plan for East Lawn Expansion. Process plan through the City for approval.
3.5. East Lawn Expansion Private Fire Service Plan
Prepare Private Fire Service Plan for East Lawn Expansion. Process plan through the Fire Department for approval.
3.6. CD Technical Specifications
Prepare final technical specifications for Civil scope of work.
3.7. CD Meetings & Miscellaneous Services
Special Client requests, such as exhibits, applications, research, meetings (assumes five (5) meetings in the CD Phase) and other tasks not included above for the Construction Document Phase. Coordination to be invoiced on a time and materials basis as shown on MSA’s current rate Schedule
3.8. CD Reimbursables
Reimbursable expenses include in-house reproduction of the Construction Document Phase materials, maps and documents for submittal.
4.1. Pre-Bid Support
Provide pre-bid support services including distributing plan sets, responding to Requests for Information (RFI), and attend pre-bid coordination meetings.
4.2. Construction Support
Provide construction support services including Client-requested site visits, contractor material submittal review and approvals, respond to RFI, and attend construction meetings.
5.1. Final Site Visit/Substantial Conformance Letter
Following completion of construction and landscape installation, provide site inspection for the purpose of Record Drawings required by the City.
5.2. Record Drawings
Prepare Record Drawings depicting visible surface modifications made during construction and not per City-approved plans.
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Proposal for Professional Engineering Services (RFP 2833) PS Convention Center – Palm Springs, CA
June 10, 2026
34200 Bob Hope Drive, Rancho Mirage, CA 92270 | 760.320.9811 | msaconsultinginc.com CLIENT RESPONSIBILITIES and ASSUMPTIONS
The following has been taken into consideration in the preparation of this proposal:
1. Prevailing Wage rates are in effect.
2. Client, or Client’s representative, to provide direction as needed.
3. Client to provide any necessary information from the design consultants, including, but not limited to, digital files, plans, and maps.
4. LMN o2, Joint Venture is taking the lead on the Entitlements, MSA is serving in a supporting role for the Professional Engineering Services.
5. Client to provide signatory on application forms and permits.
6. Client shall provide access to the site.
7. Client to pay all processing deposits and fees.
8. An AutoCAD file was prepared by others and to be provided to MSA in digital format. It includes boundary, easements, Record of Survey, and topographic information.
EXCLUSIONS
Consulting services not specifically listed in the scope above are excluded from the agreement. Additional services, if required, may be provided by MSA or other consultants under a separate written proposal with additional fees as approved by the Client.
Examples of these include:
1. Agency/Impact Fees
2. Entitlement Applications
3. Survey Services (ALTA/NSPS Survey, topographic mapping, boundary survey, construction staking, etc.)
4. Utility will serve letters, potholing and/or computer modeling by local Water District
5. Phase 1 and/or Phase 2 Environmental Site Assessment (ESA)
6. Environmental Services (CEQA Services, Preliminary or Final WQMP, PM10, SWPPP, Environmental Monitoring, etc.)
7. Landscape Architecture Services
8. On-Site and/or Off-Site Hydrology Services
9. ADA analysis and/or report
10.LEED Gold submittal and certification process
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Proposal for Professional Engineering Services (RFP 2833) PS Convention Center – Palm Springs, CA
June 10, 2026
34200 Bob Hope Drive, Rancho Mirage, CA 92270 | 760.320.9811 | msaconsultinginc.com EXHIBIT “B” – COMPENSATION
Client agrees to compensate Consultant for such services as follows. Except where identified as hourly or at cost, costs represent a fixed fee to be billed monthly on a percent complete basis.
Task/Description Fee
Schematic Design Phase ........................................................................$63,835
1.1. Boundary/Topo Verification........................................................... $8,310
1.2. Supplemental Field Topo ............................................................. $15,270
1.3. LEED Gold Certification Support................................................... $5,670
1.4. North Calle Alvarado SD Street Plan ............................................ $7,710
1.5. East Lawn Expansion Conceptual Grading Plan........................... $6,350
1.6. East Lawn Expansion Conceptual Private Water and
Sewer Plan.................................................................................... $5,330
1.7. East Lawn Expansion Fire Access and Hose Reach Exhibit......... $4,985
1.8. East Lawn Expansion Conceptual Private Fire Service Plan ........ $4,990
1.9. SD Meetings & Miscellaneous Services.................. (hourly estimate) $5,220 Design Development Phase....................................................................$52,320
2.1. North Calle Alvarado DD Street Plan ........................................... $12,320
2.2. East Lawn Expansion Preliminary Grading Plan .......................... $11,300
2.3. East Lawn Expansion Preliminary Private Water and
Sewer Plan..................................................................................... $9,600
2.4. East Lawn Expansion Preliminary Private Fire Service Plan ........ $8,040
2.5. DD Technical Specifications.......................................................... $3,960
2.6. DD Meetings & Miscellaneous Services.................. (hourly estimate) $5,100
2.7. DD Reimbursables ..................................................(at cost estimate) $2,000 Construction Document Phase...............................................................$85,555
3.1. Site Plan Conversion/Verification ................................................... $1,585
3.2. North Calle Alvarado CD Street Plan ........................................... $17,830
3.3. East Lawn Expansion Precise Grading Plan................................ $20,550
3.4. East Lawn Expansion Private Water and Sewer Plan.................. $15,110
3.5. East Lawn Expansion Private Fire Service Plan ......................... $12,670
3.6. CD Technical Specifications.......................................................... $6,660
3.7. CD Meetings & Miscellaneous Services.................. (hourly estimate) $8,150
3.8. CD Reimbursables ..................................................(at cost estimate) $3,000 Construction Administration Phase.......................................................$10,190
4.1. Pre-Bid Support....................................................... (hourly estimate) $4,080
4.2. Construction Support .............................................. (hourly estimate) $6,110 28 O – Page 564 of 1296
Proposal for Professional Engineering Services (RFP 2833) PS Convention Center – Palm Springs, CA
June 10, 2026
34200 Bob Hope Drive, Rancho Mirage, CA 92270 | 760.320.9811 | msaconsultinginc.com Project Closeout Phase.............................................................................$5,450
5.1. Final Site Visit/Substantial Conformance Letter ............................. $2,045
5.2. Record Drawings..................................................... (hourly estimate) $3,405 Total – All Tasks..............................................................................................$217,350* *Includes hourly estimates and at cost estimates
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Rate At Cost
Hours Fee Hours Fee Hours Fee Hours Fee Hours Fee Hours Fee Hours Fee Hours Fee Hours Fee Hours Fee Hours Fee Fee
1.1. Boundary/Topo Verification 2 470 $ 4 880 $ 8 1,360 $ 16 5,600 $ - $ - $ - $ - $ - $ - $ - $ - $ 30 $ 8,310
1.2. Supplemental Field Topo 2 470 $ 4 880 $ 16 2,720 $ 32 11,200 $ - $ - $ - $ - $ - $ - $ - $ - $ 54 $ 15,270
1.3. LEED Gold Certification Support - $ - $ - $ - $ - $ - $ - $ - $ 6 1,350 $ 12 2,280 $ 12 2,040 $ - $ 30 $ 5,670
1.4. North Calle Alvarado SD Street Plan - $ - $ - $ - $ 2 470 $ 8 1,800 $ 32 5,440 $ - $ - $ - $ - $ - $ 42 $ 7,710
1.5. East Lawn Expansion Conceptual Grading Plan - $ - $ - $ - $ 2 470 $ 8 1,800 $ 24 4,080 $ - $ - $ - $ - $ - $ 34 $ 6,350
1.6. East Lawn Expansion Conceptual Private Water and Sewer Plan - $ - $ - $ - $ 2 470 $ 8 1,800 $ 18 3,060 $ - $ - $ - $ - $ - $ 28 $ 5,330
1.7. East Lawn Expansion Fire Access and Hose Reach Exhibit - $ - $ - $ - $ 1 235 $ 6 1,350 $ 20 3,400 $ - $ - $ - $ - $ - $ 27 $ 4,985
1.8. East Lawn Expansion Conceptual Private Fire Service Plan - $ - $ - $ - $ 2 470 $ 8 1,800 $ 16 2,720 $ - $ - $ - $ - $ - $ 26 $ 4,990
1.9. SD Meetings and Miscellaneous Services 2 470 $ 2 440 $ - $ - $ 2 470 $ 8 1,800 $ 12 2,040 $ - $ - $ - $ - $ - $ 26 5,220 $ 6 1,410 $ 10 2,200 $ 24 4,080 $ 48 16,800 $ 11 2,585 $ 46 10,350 $ 122 20,740 $ 0 - $ 6 1,350 $ 12 2,280 $ 12 2,040 $ - $ 297 63,835 $
2.1. North Calle Alvarado DD Street Plan - $ - $ - $ - $ 2 470 $ 14 3,150 $ 48 8,160 $ 4 540 $ - $ - $ - $ - $ 68 $ 12,320
2.2. East Lawn Expansion Preliminary Grading Plan - $ - $ - $ - $ 2 470 $ 14 3,150 $ 42 7,140 $ 4 540 $ - $ - $ - $ - $ 62 $ 11,300
2.3. East Lawn Expansion Preliminary Private Water and Sewer Plan - $ - $ - $ - $ 2 470 $ 14 3,150 $ 32 5,440 $ 4 540 $ - $ - $ - $ - $ 52 $ 9,600
2.4. East Lawn Expansion Preliminary Private Fire Service Plan - $ - $ - $ - $ 2 470 $ 14 3,150 $ 26 4,420 $ - $ - $ - $ - $ - $ 42 $ 8,040
2.5. DD Technical Specifications - $ - $ - $ - $ 2 470 $ 14 3,150 $ 2 340 $ - $ - $ - $ - $ - $ 18 $ 3,960
2.6. DD Meetings and Miscellaneous Services - $ - $ - $ - $ 2 470 $ 10 2,250 $ 14 2,380 $ - $ - $ - $ - $ - $ 26 $ 5,100
2.7. DD Reimbursables - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 2,000 $ 0 2,000 $ 0 - $ 0 - $ 0 - $ 0 - $ 12 2,820 $ 80 18,000 $ 164 27,880 $ 12 1,620 $ 0 - $ 0 - $ 0 - $ 2,000 $ 268 52,320 $
3.1. Site Plan Conversion/Verification - $ - $ - $ - $ - $ 1 225 $ 8 1,360 $ - $ - $ - $ - $ - $ 9 $ 1,585
3.2. North Calle Alvarado CD Street Plan - $ - $ - $ - $ 2 470 $ 24 5,400 $ 64 10,880 $ 8 1,080 $ - $ - $ - $ - $ 98 $ 17,830
3.3. East Lawn Expansion Precise Grading Plan - $ - $ - $ - $ 2 470 $ 24 5,400 $ 80 13,600 $ 8 1,080 $ - $ - $ - $ - $ 114 $ 20,550
3.4. East Lawn Expansion Private Water and Sewer Plan - $ - $ - $ - $ 2 470 $ 24 5,400 $ 48 8,160 $ 8 1,080 $ - $ - $ - $ - $ 82 $ 15,110
3.5. East Lawn Expansion Private Fire Service Plan - $ - $ - $ - $ 2 470 $ 24 5,400 $ 40 6,800 $ - $ - $ - $ - $ - $ 66 $ 12,670
3.6. CD Technical Specifications - $ - $ - $ - $ 2 470 $ 26 5,850 $ 2 340 $ - $ - $ - $ - $ - $ 30 $ 6,660
3.7. CD Meetings and Miscellaneous Services - $ - $ - $ - $ 2 470 $ 16 3,600 $ 24 4,080 $ - $ - $ - $ - $ - $ 42 $ 8,150
3.8. CD Reimbursables - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 3,000 $ 0 3,000 $ 0 - $ 0 - $ 0 - $ 0 - $ 12 2,820 $ 139 31,275 $ 266 45,220 $ 24 3,240 $ 0 - $ 0 - $ 0 - $ 3,000 $ 441 85,555 $
4.1. Pre-Bid Support - $ - $ - $ - $ 2 470 $ 10 2,250 $ 8 1,360 $ - $ - $ - $ - $ - $ 20 $ 4,080
4.2. Construction Support - $ - $ - $ - $ 2 470 $ 16 3,600 $ 12 2,040 $ - $ - $ - $ - $ - $ 30 6,110 $ 0 - $ 0 - $ 0 - $ 0 - $ 4 940 $ 26 5,850 $ 20 3,400 $ 0 - $ 0 - $ 0 - $ 0 - $ - $ 50 10,190 $
5.1. Final Site Visit/Substantial Conformance Letter - $ - $ - $ - $ 1 235 $ 2 450 $ 8 1,360 $ - $ - $ - $ - $ - $ 11 $ 2,045
5.2. Record Drawings - $ - $ - $ - $ 1 235 $ 2 450 $ 16 2,720 $ - $ - $ - $ - $ - $ 19 3,405 $ 0 - $ 0 - $ 0 - $ 0 - $ 2 470 $ 4 900 $ 24 4,080 $ 0 - $ 0 - $ 0 - $ 0 - $ - $ 30 5,450 $ 6 1,410 $ 10 2,200 $ 24 4,080 $ 48 16,800 $ 41 9,635 $ 295 66,375 $ 596 101,320 $ 36 4,860 $ 6 1,350 $ 12 2,280 $ 12 2,040 $ 5,000 $ 1086 217,350 $ Director of Environmental Services Senior Environmental Planner/GIS Environmental Planner III $225 $190 $170 Survey Technician II
Totals by Title
Schematic Design Phase
Totals per Task
Professional Engineering Services
Palm Springs Convention Center
Cost Proposal | MSA RFP#: 2833
Project Closeout Phase
Sub-Total - Construction Administration Phase
$235 $225 $170 $135
1 Sub-Total - Construction Document Phase
Construction Administration Phase
Sub-Total - Construction Administration Phase
Sub-Total - Design Development Phase
Construction Document Phase Reimbursables
Design Development Phase
Sub-Total - Schematic Design Phase Two-Man Survey Crew (Prevailing Wage) Director of Production Services Project Manager CADD Designer I Project Administrator $350 Staff Classification
Tasks $235 $220 $170 Director of Surveying and Mapping Survey Manager 34200 Bob Hope Drive, Rancho Mirage, CA 92270 | 760.320.9811 | msaconsultinginc.com 30 O – Page 566 of 1296
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34200 Bob Hope Drive, Rancho Mirage, CA 92270 | 760.320.9811 | msaconsultinginc.com
CURRENT HOURLY BILLING RATES
APRIL 1, 2026
Engineering Services Landscape Architecture Services
Principal Engineer.........................................$240 Studio Director – Landscape........................$235 Director of Design Services ..........................$235 Senior Landscape Architect.........................$210 Director of Production Services.....................$235 Senior Project Manager – Landscape..........$200 Senior Project Manager ................................$235 Senior Project Designer – Landscape..........$195 Project Manager ...........................................$225 Project Architect – Landscape .....................$185 Senior Project Engineer................................$210 Project Manager – Landscape .....................$190 Senior Designer............................................$190 Project Designer – Landscape.....................$175 Project Engineer ...........................................$185 Associate Project Manager – Landscape.....$170 CADD Designer II .........................................$180 Associate Project Designer – Landscape.....$165 CADD Designer I ..........................................$170 CADD Designer – Landscape......................$155 CADD Technician II ......................................$160 CADD Technician I .......................................$150 Planning Services Director of Planning .....................................$225 Survey Services Planning Advisor..........................................$225 Director of Survey and Mapping....................$235 Senior Planner / Designer............................$190 Survey Manager ...........................................$220 Senior Planner / Project Manager................$185 Survey Project Manager ...............................$220 Planner / Project Manager ...........................$175 Senior Surveyor............................................$205 CADD Technician – Planning ......................$160 Chief of Parties .............................................$200 Assistant Planner.........................................$150 Survey Technician III ....................................$180 Survey Technician II .....................................$170 Environmental Services Survey Technician I ......................................$160 Director of Environmental Services..............$225 One-Man Survey Crew (Field) ........................$200 Senior Environmental Planner / GIS ............$190 One-Man Survey Crew (Prevailing Wage) .........$220 Environmental Planner III.............................$170 Two-Man Survey Crew (Field) ........................$320 Environmental Planner II .............................$155 Two-Man Survey Crew (Prevailing Wage) .........$350 Environmental Planner I ..............................$140 Three-Man Survey Crew (Field)......................$415 Three-Man Survey Crew (Prevailing Wage).......$450 Drone Services UAV Pilot – Photography .............................$265 Utility Coordination Services UAV Pilot – Survey Mapping........................$415 Utility Manager..............................................$195 Utility Coordinator .........................................$170 Administrative Services Project Administrator ...................................$135 Administrative Assistant...............................$130 The above rates include all labor, materials, and incidental expenses such as vehicle mileage, postage, toll calls, and survey materials. Not included are reproduction costs, title company charges, special mailing charges, application, filing or permit fees or survey monuments.
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PROPOSED AGREEMENT FOR SERVICES
REVISED
February 2026
May 29, 2026
Revised June 4, 2026
Revised June 24, 2026
Pamela Trevithick and Lance O’Donnell
LMNo2 Joint Venture
1089 N Palm Canyon Drive, Suite B
Palm Springs, California 92262
Re: Palm Springs Convention Center Renovation and Expansion Proposed Agreement for Structural Engineering Professional Services Ms. Trevithick and Mr. O’Donnell:
Martin/Martin, Inc. is pleased to submit our Proposed Agreement for Professional Structural Engineering Services to LMNo2 Joint Venture in connection with the Palm Springs Convention Center Renovation and Expansion Project, located in Palm Springs, California. Our understanding of the Project scope and requirements is based upon a consultant coordination email received from your office, dated May 15, 2026, and the Design + Consultant Check-In meeting on May 21, 2026.
I. PROJECT DESCRIPTION
The following constitutes our understanding of the Project and is the basis for our scope of services and the proposed fee. Significant changes to size, character, or schedule of the Project may result in modifications to Martin/Martin, Inc.’s services and fees.
A. The Project consists of three components: Renovations, Expansion, and Infrastructure (referred to herein as the “Project”).
1. Renovation
Structural engineering services to support the renovation of the existing Palm Springs Convention Center facilities, including evaluation of existing structural systems impacted by the project and design of localized modifications required to support architectural, mechanical, electrical, plumbing, and life-safety improvements. Services may include field verification, selective demolition support, framing modifications, signage supports, operable walls, site walls, new freight or passenger elevator at BOH to access second level offices and storage areas, and structural detailing associated with renovations to existing building areas.
2. Expansion
Structural engineering services for the new convention center expansion (assumed Option 3), including the enclosed lobby addition, new meeting room facilities, prefunction spaces, covered breezeways, canopies, trellises, and associated free-standing shade structures. Services include development of the structural design, gravity and lateral forceresisting systems, foundation systems, seismic separation from existing structures 33 O – Page 569 of 1296
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(as needed), and preparation of Construction Documents necessary for permitting and construction of the new facilities.
3. Infrastructure
Building envelope engineering services, including support of exterior enclosure systems and related infrastructure components, are excluded from this Agreement and will be provided under a separate Agreement.
B. The estimated construction budget for the Project is $81,360,000.
C. The Project will be issued as an integrated single package for bidding.
D. The following documents are available from the original construction of the Project and will be made available to the Design Team to work from:
1. Contract Design Drawings.
2. Specifications.
E. The Project will be designed and constructed under the following Authorities Having Jurisdiction (AHJ):
1. Building Department:
a. Palm Springs Building & Safety.
F. The design will not comply with documents other than those required by the AHJ and listed below, unless the Client or the Project Owner specifically directs conformance to other references during the design period:
1. Building Code: California Building Code 2025 edition.
II. DEFINITIONS
A. Primary Structural System: The principal framing elements and connections that support the building or other facility, and resist code specified, or Owner-defined loads and forces. This typically consists of foundation elements such as footings, pilings, drilled piers, grade beams, slabs-on-grade, and structural walls; superstructure elements such as floor and roof members including columns, beams, structural walls, slabs, joists, and trusses; and lateral systems.
B. Non-Structural Elements: Elements or components of a building or other facility that are not a portion of the Primary Structural System and are not intended to support applied loads or forces other than their own self-weight and those environmental loads (such as thermal, snow, wind, and seismic) that are applied directly to the elements themselves. Examples are nonbearing partitions, stairs and railings, exterior nonbearing walls, and mechanical or electrical equipment. (Note: Coordination with MEP is included in the fee).
C. Deferred Submittals: Structural elements or components of the Project which are specified (as a deferred submittal in accordance with the International Building Code), but not designed by the Structural Engineer-of-Record. Deferred design elements are designed by or under the 34 O – Page 570 of 1296
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supervision of a Professional Engineer, registered in the state where the Project is located, and retained by the material or component supplier.
D. Assumed Conditions: Where existing conditions cannot be verified during design due to lack of access, the Project schedule, or economic constraints, the Contract Documents will be developed based on available information or assumed conditions. Assumed conditions will be identified on the drawings and verified by the Contractor during the construction phase of the Project. Variations from assumed conditions will be evaluated by Martin/Martin, Inc. and may result in Contract Document changes. Such changes may increase the construction schedule and result in additional design and construction costs.
III. SERVICES
A. BASIC SERVICES
1. Schematic Design: Make a site visit to the existing building to document existing conditions relevant to the proposed remodel design. Create measured drawings of the existing conditions. Consult on defining the nature and scope of the Project. Establish design criteria.
Identify areas of existing structure that require exploratory demolition by the Owner to fully understand or evaluate and determine if such limited demolition work will be done during design or as Assumed Conditions. Consider alternate systems, materials, equipment, and construction methods, and summarize findings in a written narrative. Select conceptual design solutions and prepare sketches or other documents to establish systems. Assist in review of cost estimate by others. Perform preliminary structural analysis. Structural drawings are not anticipated to be required for Schematic Design.
2. Design Development: Expand conceptual design solutions. Prepare drawings or other documents to describe and fix the size and character of the Project, the relationship of components, and space requirements. Establish Primary Structural Systems and any appropriate dimensions. Size and/or describe major structural components. Identify concepts for selective demolition and temporary and permanent re-support of existing structure. Consult on critical space allowances and clearances. Develop Building Information Modeling (BIM) to include preliminary representations of structural elements to a Level of Development (LOD) defined in the Project BIM Execution Agreement. Provide preliminary structural information for use in preparing a cost estimate.
3. Construction Documents: Prepare final structural engineering calculations and design drawings for the Primary Structural Systems and assist in the preparation of specifications for the structural portions of the Project. Provide progress drawings and/or post BIM at progress intervals established for the Project. Develop BIM to include representations of structural elements to a LOD defined in the Project BIM Execution Agreement. Provide stamped copies of Construction Documents for permitting, as indicated under the “Deliverables” section below.
a. Identify items that are “Assumed Condition” elements and indicate what investigation/demolition is required by the Contractor and the time allowance to be included in the Project schedule to allow Martin/Martin, Inc. to finish the evaluation and issue a final design.
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b. Consult on non-structural elements, which are not part of the Primary Structural Systems. The purpose of consultation is to determine the design forces of these elements on the Primary Structural System and to assist other Design Team members in developing details to be included in their drawings.
c. Assist in the preparation of performance-based specifications and drawings that define the system and the design criteria for the following Deferred Submittal elements:
1) Curtain wall systems/exterior metal stud walls (non-load bearing). 2) Skylight systems.
3) Stairs, guardrails, and handrails.
d. Recommend scope and frequency of structural testing and inspection made by others. e. Respond to the comments from the AHJ regarding documents submitted for permit and update such documents, if necessary.
4. Bidding and Negotiation: Assist in determining the qualifications of structural trade subcontractors. Respond to queries of bidders regarding interpretation of Construction Documents. Provide clarifying addenda. Review and act upon substitution requests for reasonable alternates included as a part of bidders’ submittals. Assist with technical aspects of the bid evaluation performed by the Client or Owner upon request.
5. Construction Administration: Assist in interpretation of the design intent and clarification of technical details of the structural design as follows:
a. Review required manufacturers’ and suppliers’ shop or erection drawings, allied submittals, and samples furnished by the Contractor for structural components of work.
This review will be for general conformance with the design concept and will not include checking of dimensions and quantities, nor review of the Contractor’s means and methods of doing the work.
b. Review Assumed Conditions that have been uncovered or documented by the Contractor. Update the design and issue to the Contractor and to the AHJ, as required. c. Review of Deferred Submittal elements designed by others for specified loads and criteria specified on the structural Contract Documents only. The Supplier and/or Engineer who designed the elements are fully responsible for the design. d. Return one set of shop drawings with the Engineer’s comments, either via mail/delivery or by electronic mail.
e. Review and respond to the Contractor’s Requests for Information (RFIs) when they request clarification to the Contract Documents. RFIs submitted by the Contractor to address conditions of nonconformance will result in “ADDITIONAL SERVICES,” as noted below.
f. Make up to a maximum of six (6) visits to the construction site to observe the structural elements of the Project and/or attend construction-related meetings. These visits will be timed to observe the structural work at appropriate points based on the judgment of Martin/Martin, Inc. personnel. The purpose of these visits will be to observe the quality of work and the progress of construction. During such visits, and on the basis of these observations, Martin/Martin, Inc. personnel will use their professional judgment to ascertain and develop a professional opinion on whether the work is generally in conformance with the structural design intent. Observation included with this proposed 36 O – Page 572 of 1296
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Agreement does not satisfy the “Special Inspection” requirements of the International Building Code.
Additional site visits requested or required to address unknown conditions uncovered at the site will be billed as “ADDITIONAL SERVICES.”
6. Post-Construction Services: Martin/Martin, Inc. has included revisions of drawings to include Record Drawing redlines based upon information supplied to Martin/Martin, Inc. by the Contractor. No other post-construction services are included as a part of this proposed Agreement.
B. ADDITIONAL SERVICES
Any services not listed under “BASIC SERVICES” above, are considered “ADDITIONAL SERVICES” whether specifically listed below or not. The compensation for these services will be in addition to that for “BASIC SERVICES” and will be billed at the hourly rates listed under “COMPENSATION.” If during the progress of work, Martin/Martin, Inc. determines “ADDITIONAL SERVICES” are recommended or requested, these “ADDITIONAL SERVICES” may be negotiated directly with the Owner, Developer, or Contractor.
“ADDITIONAL SERVICES” include, but are not limited to the following:
1. Investigating existing conditions of facilities or making measured drawings thereof, verifying the accuracy of information furnished by others, or providing field surveys.
2. Additional site visits, engineering, and modifications to the Contract Documents addressing unknown conditions at the construction site uncovered by the Contractor.
3. Preparing documents for alternate bids.
4. Preparing early design/bid packages or out-of-sequence services, except as provided under “DELIVERABLES.”
5. Providing probable construction costs or quantity surveys, or inventories of material, equipment, or labor.
6. Preparing “to scale” Contract Documents beyond normal practice.
7. Providing services for any off-site improvements not listed under “BASIC SERVICES.”
8. Providing services in connection with future facilities, systems, or equipment that are not intended to be constructed as part of this Project.
9. Tenant-related design services, except as provided under “BASIC SERVICES.”
10. Structural design or review of the Contractor’s construction systems or techniques such as formwork, excavations, shoring, bracing, or crane supports.
11. Providing design or detailing for Non-Primary Structural Systems, except as noted under “BASIC SERVICES.” Support of mechanical, electrical, and tenant equipment, including seismic bracing, are “ADDITIONAL SERVICES” in this proposed Agreement.
12. Attending Owner/Architect/Contractor meetings during construction, except as noted under “BASIC SERVICES.”
13. Providing digital data other than those indicated in the “DELIVERABLES” Section of this Agreement.
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14. Special analysis such as blast resistance, defensive design (progressive collapse analysis), floor response for sound transmission, or vibration and dynamic analysis.
15. Design of Fall Protection Systems, except for providing load capacities at specific locations, magnitude, and direction for systems designed by others and provided to Martin/Martin, Inc. at such time that it can be included in the design documents in a logical and sequential fashion.
16. Performing the role of the Special Inspector.
17. Engineering of site structures, exterior, and noncontiguous with buildings (e.g. retaining walls, culverts, tunnels, fountains, signs).
18. Swimming pools or water structures.
19. Conducting or creating an “as-built” or “existing-conditions” survey of the Project.
20. Performing any destructive or invasive testing apart from the visual inspection.
21. Discovering any and all design and construction defects on the Project, including, but not limited to, those outside of the specific specialty of professional engineering services which Martin/Martin, Inc. has agreed to provide on this Project.
C. CONTINGENT SERVICES
“CONTINGENT SERVICES” are services that arise due to circumstances not known at the time of this proposed Agreement that could not be readily anticipated. The compensation for these services will be in addition to that for “BASIC SERVICES” and will be billed at the hourly rates listed under “COMPENSATION.” If during the progress of work, Martin/Martin, Inc. determines “CONTINGENT SERVICES” are recommended or requested, these “SERVICES” may be negotiated directly with the Owner, Developer, or Contractor.
“CONTINGENT SERVICES” include, but are not limited to the following:
1. Structural floor-at-grade.
2. Engineering services resulting from changes in Project scope beyond Martin/Martin, Inc.’s control.
3. Services in connection with submitting work due to changes in government requirements instituted after the date of this Agreement.
4. Revisions to drawings, specifications, or other documents when such revisions are inconsistent with prior approvals or instructions.
5. Consultation and professional services in connection with the evaluation or replacement of any work damaged during construction.
6. Services made necessary by the Contractor’s default or by defects in the work of the Contractor.
7. More extensive representation and/or observation at the work site during construction (at the request of the Owner, Contractor, or Architect), than listed under “BASIC SERVICES.”
8. Post-construction services.
9. Furnishing of opinions as an expert or serving as an expert witness.
10. Services modifying work performed by Martin/Martin, Inc. to bring the construction cost within any limitation imposed by the Client.
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IV. DELIVERABLES
A. Drawings: Structural drawings will be prepared as a combination of plans, sections, and elevations extracted from a three-dimensional BIM and two-dimensional drawings to describe details and connections. Martin/Martin, Inc. will provide progress drawings, at each progress submittal, to the Client for printing and distribution. Provide stamped drawings, as required, by the AHJ. Drawings will be issued formally by Martin/Martin, Inc. in a single, final Construction Document set at the same time all other Drawings for the Project are issued.
B. Additional drawings or sheets of drawings required for addenda, bulletins, and clarifications will be issued, as required.
C. Specifications: Martin/Martin, Inc. will prepare specifications for structural sections in MS Word format and will deliver electronic and hardcopies, as requested.
D. Calculations: Martin/Martin, Inc. will deliver one copy of its final calculations, as required, by the AHJ to support the permit submittals for the Project. Calculations are representative, as required, to indicate application of building code requirements and engineering judgment.
E. Building Information Modeling (BIM): Martin/Martin, Inc. will deliver BIM for the Primary Structural System in electronic format. We anticipate details of the uses and format of the BIM to be defined in the early stages of the Project as follows:
1. Digital Data Transfer Agreement (DDTA): It is anticipated that the Owner, Contractor, and Design Team will complete a DDTA similar in format to AIA E202 -2007 during the early stages of the Project. For the purposes of this proposed Agreement, Martin/Martin, Inc. has assumed the following with regard to this document:
a. BIM will be created using REVIT by AutoDesk. Translation or regeneration of data/models in another software is not included with this proposed Agreement. b. BIM is intended for Martin/Martin, Inc.’s use in preparing Contract Documents. BIM will be released to other parties upon request for their convenience; however, the receiving party will be responsible for verifying that any information used from the model matches information noted on the final paper documents issued for construction. c. Martin/Martin, Inc. is not responsible for information extracted from its model by others without the opportunity for Martin/Martin, Inc. to supervise and check the process and resulting information. Martin/Martin, Inc. has no responsibility for the accuracy of derivative models created using portion of the Project BIM authored by Martin/Martin, Inc. or others.
d. BIM may be used for other purposes if identified in writing in an executed DDTA indicating permitted uses for specific parties.
e. Transfer of models will be via an FTP site. If the Client does not have an FTP site, Martin/Martin, Inc. will post models on our FTP site.
2. BIM Execution Agreement: It is anticipated that the Owner, Contractor, and Design Team will complete a BIM Execution Plan similar in format and content to AIA 202-2008. For the 39 O – Page 575 of 1296
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purposes of this Agreement, Martin/Martin, Inc. has assumed the following with regard to this document:
a. Structural BIM includes primary structural elements of the building that occupy volume.
In general, foundations, columns, beams, slabs, structural walls, and braces are defined.
The level of detail in the BIM will be adequate for interference checking with other Design Team consultant BIM in an integrated BIM approach; however, it may not include each and every fastener, trim element, kicker, or other miscellaneous items. b. In general, the structural BIM will not include nonstructural items or performance specified items designed by others.
c. LOD of elements in structural BIM is dependent on sufficient LOD in other disciplines model. Early package issue dates will be contingent on LOD in the overall Design Team model.
V. PROJECT SCHEDULE
A. Schematic Design through Construction Documents is anticipated to be ~12 months.
B. Construction Administration is anticipated from June 2027 through December 2028.
VI. COMPENSATION
A. “BASIC SERVICES,” will be provided for a lump sum fee of $450,470. The lump sum fee does not include non-labor expenses.
Schematic Design ...................................................................................................$45,200 Design Development............................................................................................. $120,000 Construction Documents....................................................................................... $195,090 Permitting ..............................................................................................................$22,260 Construction Administration ...................................................................................$60,920 Project Closeout .......................................................................................................$7,000 B. Non-labor expense including printing, plotting, deliveries, transportation, subsistence, lodging, and mileage is reimbursable at the rates listed below in addition to the fee stated and is estimated to be $5,000.
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C. REIMBURSABLE EXPENSES
1. Out of town travel to and from Project meetings, Project site, and other travel by automobile required to complete the services will be reimbursable at the current IRS maximum rate.
D. “ADDITIONAL SERVICES” and “CONTINGENT SERVICES” will be provided on an hourly basis following the “HOURLY RATES” listed below.
E. HOURLY RATES
Principal....................................$380 per hour Engineer EIT II ............................ $175 per hour Associate ..................................$310 per hour Engineer EIT I ............................. $160 per hour Protective Design Svs Lead .........$310 per hour Engineering Intern ...................... $130 per hour Sr. Project Manager...................$260 per hour Sr. Designer................................ $215 per hour Sr. Bldg. Envelope Specialist .......$255 per hour Lead Steel Detailer...................... $200 per hour Sr. Project Architect ...................$255 per hour Designer .................................... $185 per hour Sr. Project Engineer ...................$255 per hour Technician III .............................. $170 per hour Project Engineer........................$215 per hour Technician II ............................... $150 per hour Project Manager........................$215 per hour Technician I ................................ $130 per hour Bldg. Envelope Specialist............$215 per hour BD Consultant ............................ $220 per hour Sr. Construction Services Rep .....$195 per hour Project Coordinator .................... $125 per hour Professional Engineer ................$195 per hour Administrative Assistant.............. $120 per hour Bldg. Envelope Consultant..........$180 per hour Intern ........................................ $100 per hour Rates for personnel above are subject to review each year.
F. If Martin/Martin, Inc. is required to provide services under this Agreement beyond January 2029, compensation will be increased 5% per six-month period beyond that date.
VII. ACCEPTANCE AND AUTHORITY
This proposal is based on the Terms and Conditions defined in the Prime - Professional Services Agreement (PSA) 25Q414 - Convention Center Architectural and Engineering Services between LMN / o2, a California Joint Venture (Client) and City of Palm Springs, California (Owner). Variations in the form or contractual terms of the final Agreement between Martin/Martin, Inc. and your firm will be subject to adjustments in the proposed fee.
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Please sign below and return to Martin/Martin, Inc. as authorization to proceed.
Martin/Martin, Inc. “Client”: LMNo2 Joint Venture
Signature: Signature:
Printed Name: Emily M. Guglielmo, SE, PE, F. SEI Printed Names: Pamela Trevithick and Lance O’Donnell Title: Principal Title:
END OF DOCUMENT
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PROPOSED AGREEMENT FOR SERVICES
Revised
February 2026
June 4, 2026
Pamela Trevithick/Lance O’Donnel
LMN Architects and o2 Design Joint Venture
801 2nd Avenue 501
Seattle, Washington 98104
Martin/Martin, Inc. is hereby authorized to perform the following engineering services for:
Job Title: Palm Springs Convention Center Proposal
Sub Job Title: Roof and Façade Repairs
I. PROJECT DESCRIPTION
Services were determined based on email scope provided by Pamela Trevithick on May 28, 2026.
Martin/Martin, Inc. will provide schematic level design development for the exterior repairs, peer review for the enclosure of the new addition and provide limited review services for the façade and roofing repairs to damaged areas of the Convention Center buildings.
II. SERVICES
A. Basic Scope of Services
1. Building Envelope Schematic Level Repair Drawings
a. Review the Original Design Drawings and specifications, if available, to familiarize ourselves with the ongoing issues related to the façade and roof systems. b. Perform one on-site visit to review and verify existing conditions including roofing and Exterior Insulated and Finish System (EIFS) walls.
c. Provide preliminary design scope to a Schematic Design Level for roofing and EIFS-clad exterior wall repairs. Our scope will include documenting areas for priority repairs on a plan and providing typical details and general specifications for the repair. We have assumed that repair systems will closely match original construction. Developing design scope to Design Development and Construction Drawing levels will be in addition to the fee indicated.
d. Issue Schematic Level design set to architect.
e. Attend two virtual coordination meetings with the design team to review wall and roofing repair scope.
2. Building Envelope Construction Drawing Peer Review
a. Our building envelope peer review services will consist of reviewing the drawings and specifications to address items related to the constructability and performance of the following building envelope systems and components:
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2) At-grade waterproofing and plaza waterproofing assemblies that include vegetative, drainage, water feature, and topping slab/paver strategies. 3) Wall cladding attachment strategies.
4) Above-grade air and weather-resistive barriers.
5) Water-resistive sealers.
6) Thermal insulation.
7) Interior air and vapor control membranes.
8) Conventional low slope roofing assemblies, including single-ply and multi-ply membranes, including TPO, PVC, EPDM, KEE, SBS, APP, BUR, and liquid applied assemblies.
9) Conventional steep-slope roofing assemblies, including shingles, tile, and metal-type roofing assemblies and associated roof snow protection guards and fences. 10) Green roofing assemblies, including vegetated and drainage strategies. 11) Flashing systems, including self-adhered membrane, fluid-applied, and metal-type flashings.
12) Joint Sealants.
13) Expansion joints and cover plates.
14) Exterior glazed fenestration assemblies, including conventional windows, storefront, window wall, curtain wall systems.
15) Exterior door fenestration assemblies, including conventional doors, operable glass wall assemblies, revolving vestibule assemblies, and doors integrated into storefront/window wall/curtain wall systems.
16) Protective and durability-related system treatments for concrete, masonry, metals, and wood elements exposed to exterior environments.
17) Other components including below grade elements are not indicated above will be an additional service and fee.
b. All drawings, details, and specifications associated with the building envelope will be generated by LMN Architects.
c. Review the proposed design for the exterior enclosure and provide recommendations for maintaining a watertight building enclosure.
d. Provide design assistance in the development of typical cladding and roofing details for the interface of the exterior materials with respect to cavity wall, flashings, weeps, vapor barriers, weather-resistive barriers, sealants, insulation, support framing, glazing, etc., as necessary.
e. Outline the recommended construction testing and quality control procedures to be incorporated into the Project specifications for the building envelope systems listed under Paragraph II.A.1.a (above).
f. Issue a total of three peer review reports during the Construction Documents phases.
Reports are anticipated at Schematic Design, Design Development, and Construction Documents levels. The peer review reports will be issued within 15 business days of receiving drawings and specifications. We will provide comments and questions to correspond with redlines on the original drawings and specifications, and to verify implementation of agreed upon recommendations. Additional reports, if requested, will be in addition to the fee noted.
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g. Attend up to three coordination meetings with the Architect-of-Record, as needed, for discussion of the exterior building enclosure system design for the Project. Additional meetings, if requested, will be billed at our hourly rates in addition to the estimated fee noted below.
B. Optional Services
1. Submittal review
a. Review vendor submittals for EIFS repairs and roofing repairs for alignment with Martin/Martin schematic level design recommendations prior to construction. Review will include EIFS interface with other materials and detailing at expansion joints.
2. Construction Administration support
a. Provide limited Construction Administration for the Repair Scope 1) Attend one virtual Project kick-off meeting to discuss Project requirements, scope of repair, Project timeline, communication tree, and preconstruction Project Management items with the General Contractor and Owner. 2) Provide up to 20 hours of Construction Administration and Project Management duties related to scope of work. This will generally include reviewing construction progress site photos, virtual Owner/Architect/Contractor attendance on a weekly schedule, deficiencies, general administrative construction coordination, and forms (Requests for Information, submittals, shop drawings, specifications, substitution request, sketches, and similar). The estimated price below assumes an eight-month construction Project schedule, or 160 hours, whichever is first met. Meeting minutes and agendas for meetings to be provided by Contractor.
3) Perform up to two on-site visits, up to one day on site, to coordinate repair areas and observe general construction progress related to the building envelope with the General Contractor and Owner. During the site observations, we will observe the progress of construction and verify that the scope of work items is installed in accordance with design intent. The schedule for site visits will be determined during the coordination meetings.
4) Issue a field observation report following each of the on-site visits. The report will include our observations, and any action items discussed with the Contractor during the site walk.
5) Issue a Project completion letter at the end of construction.
C. The Client acknowledges that Martin/Martin, Inc. is neither the Engineer-of-Record nor the Architect-of-Record for the Project, and our scope of services does not include any design services for the original structural or architectural design of the building, or any issues relating to compliance with the local building code of the Authority Having Jurisdiction (AHJ).
Martin/Martin, Inc. will be performing a technical review of the drawings and specifications, originally prepared by LMN Architects, for issues related to the anticipated performance of the building envelope systems and components. Although Martin/Martin, Inc. will exercise usual and customary professional care in providing this review, the responsibility for the architectural design remains fully with the Engineer-of-Record and Architect-of-Record. Accordingly, the 45 O – Page 581 of 1296
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Client agrees to defend, indemnify, and hold harmless from and against any and all claims, liabilities, demands, losses, damages, and costs (collectively, "Losses"), including, but not limited to, costs of defense arising out of or in any way connected with this Project, excepting only those losses arising out of sole negligence of Martin/Martin, Inc. established by the court of law.
1. Assumptions/Understandings/Clarifications/Exclusions a. Invasive testing, if necessary, will include the removal of sections of siding and be in addition to the fee indicated below. It is anticipated that the investigation will be performed from the ground, roof, and limited lift access provided by the Owner or other readily accessible locations.
b. Scope revisions to repair drawings after issuance will be in addition to the fee. c. Additional investigations into the building during or after the issuance of the drawings will be in addition to the fee, provided at hourly rates. d. Multiple phasing to drawing set is excluded.
e. Providing cost estimates for the recommended repairs is excluded. f. Developing construction Drawings, specifications and providing Biding assistance, if desired, will be in addition to the fee indicated below. g. Coordination and review of third-party special inspections will be in addition to the fee below, provided at hourly rates.
h. Martin/Martin, Inc. is not responsible for material testing or factory product quality control analysis.
i. Attendance and review of pay applications and change orders will be in addition to the fee, at hourly rates listed below.
j. Martin/Martin, Inc. is not responsible for coordinating or communicating construction schedule or details with tenants and residents of the building. k. Site observations, above those indicated above, will be in addition to the fee indicated and billed at the hourly rates indicated.
l. Providing Design Development and construction drawings, if requested, will be billed on an hourly basis at the rates indicated below.
III. MARTIN/MARTIN, INC. TERMS AND CONDITIONS OF SERVICE All work directed in writing by the Client and completed by Martin/Martin, Inc. prior to the execution of the final Agreement for the Project will be subject to the Terms and Conditions noted below. The Terms and Conditions noted below form the basis of the proposed fee.
Martin/Martin, Inc. reserves the right to modify the fee in response to any changes to these terms in the final Agreement.
IV. RESPONSIBILITIES OF MARTIN/MARTIN, INC.
Martin/Martin, Inc. will perform professional engineering services as specified under “Services.” V. RESPONSIBILITIES OF CLIENT
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B. Furnish all environmental or soil analysis/reports required for design of the Project.
C. Designate a person to act as a representative with respect to professional and contractual “Services” of Martin/Martin, Inc. Martin/Martin, Inc. shall be deemed able to rely on any and all direction provided by this individual including, but not limited to, Project approach/direction, contractual matters, and “Additional Services.”
D. Give prompt notice to Martin/Martin, Inc. of any development that affects the scope and/or timing of Martin/Martin, Inc. Services.
E. Coordinate Martin/Martin, Inc. work with that of other Consultants.
F. If Martin/Martin, Inc. is not providing services during the construction process, the Client hereby agrees:
1. To contact Martin/Martin, Inc. if Construction Documents are unclear or errors or omissions are discovered.
2. That Martin/Martin, Inc. will not be liable, where Client and/or Contractor do not comply with the Design Documents, make their own interpretation of, and/or revise the original intent of the Construction Documents and Design Drawings.
VI. PERIOD OF SERVICE
The “Services” of Martin/Martin, Inc. and compensation therefore have been agreed to in anticipation of the orderly and continuous progress of the Project as specified under “Services.” VII. MISCELLANEOUS
A. If, at any time, the scope of the Project is changed from that on which the “Proposed Agreement For Services” is based, the scope and compensation will be subject to renegotiation.
B. It is expressly understood and agreed, notwithstanding any reference to any rule or regulation, that Martin/Martin, Inc. has no responsibility or duty for guaranteeing, warranting, directing, or superintending the Contractor's work means and methods, safety of the jobsite, processes, failure to carry out the work in accordance with Contract requirements, timeliness in performance of the work or any other aspect of construction for which the Contractor has responsibility.
C. Martin/Martin, Inc. has no control over the condition of the existing facility and shall not be responsible for costs and delays associated with unacceptable conditions identified at the time of this Project or latent defects in the existing building.
D. All work completed by the 25th of the month will be billed the following month. Payment is due on receipt of the bill. If payment is not received by Martin/Martin, Inc. within thirty (30) days after the date of the bill, Martin/Martin, Inc. may:
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materials and warrants that the jobsite is in full compliance with all applicable laws and regulations.
Q. All documents, including drawings and specifications, as instruments of service, are the property of Martin/Martin, Inc., whether the work for which they are prepared be executed or not, and are not to be used on other work, including repetitive construction, except by specific, written agreement. Such documents may be retained by the Client with other documents pertaining to the Project. Documents shall not be altered in any manner without the permission of Martin/Martin, Inc. Any reuse of the “instruments of service” without the prior written consent of Martin/Martin, Inc. will be at the Client’s sole risk and without liability to Martin/Martin, Inc. and Client hereby agrees to defend, indemnify, and hold harmless Martin/Martin, Inc. from all claims, damages, losses and expenses, including attorneys’ fees, costs and expenses.
R. There are no third-party beneficiaries to this Agreement, and none may be created without the prior written consent of Martin/Martin, Inc.
VIII. COMPENSATION
All services will be provided as indicated below
Basic scope – Schematic Level repair Drawings .................................................................... $16,800 Basic Scope - Peer Review of the Proposed Addition ........................................................... $36,500 Optional Service – Vendor Review .......................................................................................... $3,500 Optional Service - Construction Administration (Hourly Basis with an Estimated Fee): ...... $16,500 TOTAL: $73,300
If requested, “Additional Services,” will be provided on an hourly basis following the rates and charges listed below:
Any state and local sales or use tax is in addition to the fee stated whether required to be paid by Martin/Martin, Inc. or paid by the Client on our behalf.
IX. LABOR RATES
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Principal ....................................$380 per hour Engineer EIT II..............................$175 per hour Associate................................... $310 per hour Engineer EIT I...............................$160 per hour Protective Design Svs Lead ....... $310 per hour Engineering Intern.......................$130 per hour Sr. Project Manager .................. $260 per hour Sr. Designer .................................$215 per hour Sr. Bldg. Envelope Specialist ..... $255 per hour Lead Steel Detailer ......................$200 per hour Sr. Project Architect.................. $255 per hour Designer.......................................$185 per hour Sr. Project Engineer................... $255 per hour Technician III................................$170 per hour Project Engineer........................ $215 per hour Technician II.................................$150 per hour Project Manager ....................... $215 per hour Technician I..................................$130 per hour Bldg. Envelope Specialist .......... $215 per hour BD Consultant..............................$220 per hour Sr. Construction Services Rep ... $195 per hour Project Coordinator.....................$125 per hour Professional Engineer ............... $195 per hour Administrative Assistant..............$120 per hour Bldg. Envelope Consultant........ $180 per hour Intern...........................................$100 per hour Rates for personnel above are subject to change each year.
X. REIMBURSABLE EXPENSES
Non-Labor expenses are included in the fee.
Please sign below and return to Martin/Martin, Inc. as authorization to proceed.
ACCEPTANCE AND AUTHORITY
Martin/Martin, Inc. “Client”:
LMN Architects and o2 Design Joint
Venture
By: By:
Name: Kevin Dunham, PE Name: Pamela Trevithick/Lance O’Donnel Title: Principal, Investigative Engineering Title:
EOR:
Emily M. Guglielmo, SE, PE, F. SEI
California PE: 70372 Client Project No.:
END OF DOCUMENT
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June 26, 2026
Pamela Trevithick and Lance O’Donnell
Partner
LMN/O2 Joint Venture
801 2nd Avenue, Suite 501
Seattle, WA 98104
Sent via email: [email protected]
Proposal for Landscape Architecture Design Services r1
Palm Springs Convention Center Renovation and Expansion Project Dear Pamela and Lance,
We are pleased to provide you with this Proposal for Landscape Architecture Design Services r1 for the proposed PALM SPRINGS CONVENTION CENTER RENOVATION AND EXPANSION PROJECT to be located at 277 N. AVENIDA CABALLEROS in PALM SPRINGS, CA. This proposal will define the agreement between LMN/O2 Joint Venture (Client) and Rios, Inc. (RIOS).
I. Scope of Services
Project Summary
The Palm Springs Convention Center Renovation and Expansion Project scope of work extents for landscape architecture services are outlined in Exhibit B. The proposed overall Convention Center renovation and expansion project is located at 277 N. Avenida Caballeros, Palm Springs, CA 92262 and is bounded by N. Avenida Caballeros to the east, E.Amado Road to the north, and N. Calle Alvarado to the west.
The landscape scope of work to be undertaken by RIOS is limited to two areas.
1. Area around the new expansion at the East Lawn area at the southeast corner of the site along N. Avenida Caballeros.
A. Approx. 5000sf total exterior space at the East Lawn Expansion area, of which approx. 3000sf to be softscape
B. Approx. 14,000 sf of additional exterior space including hardscape and softscape improvements connecting to the existing streetscape along N. Avenida Caballeros
2. Updates for the roadway and adjacent sidewalks at N. Calle Alvarado at the corner of E Amando Road .
A. Hardscape improvements for raising roadway to sidewalk level along N. Calle Alvarado No landscape improvements are included north of the East Lawn expansion area, nor along E. Amado Road . 50 O – Page 586 of 1296
Schematic Design / Entitlements Duration: 12 weeks
Upon notice to proceed, RIOS will be fully engaged for 6 weeks (see Clarification #7 ) and will develop a Schematic Design package, including:
1. Review all project documents and programming goals with Client
2. ADA compliant design
3. Develop one (1)schematic landscape design scheme per Client direction
4. Coordination with project team consultants to support design intent
5. Support Client cost estimator to develop a schematic construction budget. Substantial redesign, programmatic or scope changes may necessitate supplemental services.
6. Design Studies and Exhibits
A. Define hardscape and planting areas
B. Illustrated site plan and 1-2 schematic 3D model views (non -graphic, approximate geometries) for internal coordination and to progress design intent.
C. Initial planting palette by category or area
D. Initial hardscape materials palette
E. Site circulation diagram
F. Site program diagram
G. Solar analysis for planting and shade
7. Overall RIOS project administration
A. Review meeting agendas and minutes
B. Ongoing consultant coordination
C. Monitoring schedule and deliverable progress
Deliverables
1. SD Presentation Document (11x17 PDFs and JPGs of illustrations and diagrams) A. Design narrative (inspiration and design concept)
B. Assessment of existing trees (arborist report by Other) C. One (1) overall landscape site plan
D. Overall landscape site sections
E. Initial planting palette by category or area
F. Initial hardscape materials palette
G. One to two (1-2) schematic 3D model views (non -graphic, approximate geometries) of key landscape elements
H. Site circulation plan/service diagram
I. Landscape precedent imagery
2. 100% SD Technical Set
A. Site plan
B. Schematic hardscape plans with schedule
C. Schematic custom details (for design intent only, e.g. seat walls, planters, landmark features, etc.) 51 O – Page 587 of 1296
D. Site sections (includes conceptual grading with spot elevations at major features) E. Planting plan with tree schedule (initial planting plan with planting typology zones, estimated tree counts and sizes)
F. Specification TOC
G. Revit model to Level of Development (LOD) 100 for exchange
3. Entitlements Package
A. One (1) Illustrative Site Plan
B. Schematic hardscape materials with images
C. Schematic Planting palette with images
Meetings
• Three (3) Client group presentation
• Weekly virtual/Zoom team coordination meeting as required by architect • One (1) MELK in-person work session for two (2) personnel • One (1) MELK virtual work session for two (2) personnel Entitlements Support (T&M, after submittal) As Needed
Upon notice to proceed, RIOS will develop an Entitlements package, including:
1. Additional landscape project descriptions and narrative as needed.
2. Attendance at one (1) public scoping meetings, neighborhood council and/or other sessions .
3. Participate in City a maximum of three (3) related activities such as: meeting with Planning Commission, Architectural Review Committee and City Council .
4. Provide revision to Entitlement Documents as necessary.
5. Meetings as necessary to coordinate the design and technical matters.
Design Development Duration: 15 weeks
Upon notice to proceed, RIOS will be fully engaged for 8 weeks (see Clarification #7 ) and will develop a Design Development Phase, including:
1. Incorporate Client feedback on 100% Schematic Design package
2. ADA compliant design
3. Review all project documents and programming goals with Client
4. Progression of one design scheme
5. Update schematic 3D model views (non -graphic, approximate geometries)
6. Coordination with project team consultants to support design intent
7. Support Client cost estimator to develop a schematic construction budget. Substantial redesign, programmatic or scope changes may necessitate supplemental services.
8. Design Studies and Exhibits
A. Develop pedestrian, vehicular circulation, and open space areas B. Illustrated site plan and schematic 3D model views (non -graphic, approximate geometries) of key landscape elements for internal coordination and to progress design intent. 52 O – Page 588 of 1296
C. Planting palette and design of all planting areas
D. Hardscape materials palette
E. Conceptual Landscape grading and drainage diagrams for design intent coordination with Civil Engineer F. Site circulation diagram
G. Site program diagram
H. Solar analysis for planting and shade
9. Overall RIOS project administration
A. Review meeting agendas and minutes
B. Ongoing consultant coordination
C. Monitoring schedule and deliverable progress
Deliverables
1. Design Development Presentation Document (11x17 PDFs and JPGs of illustrations and diagrams) A. Overall landscape site plan
B. One to two (1-2) schematic 3D model views (non -graphic, approximate geometries) of key landscape elements
2. 50% Design Development progress submission (30x42 PDF):
A. Site plan
B. Hardscape plans
C. Site furnishings plan
D. Elevations and sections
E. Typical hardscape details
F. Planting palette mix plans
G. Typical planting details
3. 100% Design Development technical set (30x42 PDF):
A. Initial tree protection plans (for consultant coordination) , if needed B. Site plan
C. Hardscape plans (includes layout of primary site elements) D. Site furnishing plans
E. Elevations and sections (for design intent)
F. Typical hardscape details
G. Revised custom details
H. Hydrozone plan
I. Planting plans (tree and shrub locations, planting mix, planting schedules) J. Typical planting details
K. 100% draft specifications
4. Revit model to Level of Development (LOD) 200 for exchange Meetings
• Five (5) Client group presentations
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• Weekly virtual/Zoom team coordination meeting as required by architect • Meetings with governing agencies, as appropriate
• One (1) MELK in-person work session for two (2) personnel Construction Documents (IFC) Duration: 18 weeks
Upon notice to proceed, RIOS will be fully engaged for 10 weeks (see Clarification #7 ) and will develop a Construction Document package, including:
1. Incorporate Client feedback on 100% Design Development package
2. ADA compliant design
3. Review of current documents prepared by project consultant team
4. Final selection of materials, equipment, and products
5. Assistance in preparation of bid documents for hardscape and planting
6. Coordination with project team consultants to support design intent (see Exhibit C )
7. Coordinate value engineering or cost reduction strategies (if needed)
8. Overall RIOS project administration
A. Review meeting agendas and minutes
B. Ongoing consultant coordination
C. Monitoring schedule and deliverable progress
Deliverables
1. Issued for Plan Check Review set (30x42 PDF):
A. Tree protection plans, if needed
B. Site plan
C. Hardscape plans
D. Draft layout plan
E. Site furnishing plans
F. Hardscape & custom details
G. Planting plans
H. Planting details
2. Issued for Construction (IFC) set (30x42 PDF):
A. Tree protection plans, if needed
B. Site plan
C. Hardscape plans
D. Layout plans
E. Site furnishing plans
F. Hardscape & custom details
G. Hydrozone plan
H. Planting plans
I. Planting details
54 O – Page 590 of 1296
J. 100% Specifications
3. Revit model to Level of Development (LOD) 300 for exchange Meetings
• Weekly virtual/Zoom team coordination meeting as deemed necessary by Architect • Meetings with governing agencies, as appropriate
Permitting Duration: 4 weeks
Permitting will run concurrently with other design phases.
1. RIOS will prepare and assist Client to submit drawings for permitting, as required, for review by appropriate local authority. RIOS will respond to relevant comments from local authority as needed.
A. RIOS will assist in addressing all clearances, modifications and other items arising from the permitting process.
2. RIOS assumes one (1) plan check submittal one (1) back check submittal and one (1) verification meeting with the building department. Atypical planning and building department approvals may necessitate supplemental services.
3. Please note that RIOS assumes the engagement of an expeditor by the Client to navigate permit submissions and facilitate agency approvals.
Meetings
• One (1) Plan Check Review
• One (1) Plan Back-Check Review
Bidding Duration: 4 weeks
Permitting will run concurrently with other design phases. Upon the Client’s approval of the construction documents, RIOS shall assist the Client in answering questions and providing clarifications relative to the bidding process.
1. Prepare bid package for contractors
2. Response to questions during bidding period
3. Support Client in preparing a contractor bid analysis, as required
4. Assist Client in contractor negotiations
Construction Administration – Remote Duration: 52 weeks Prior to the first landscape installation RIOS will provide the following construction coordination :
1. One (1) monthly,One (1) hour virtual/ Zoom construction meeting .
2. Provide responses to Construction Coordination
Construction Administration – On Site Duration: 13 weeks During construction, RIOS will perform Construction Administration services, to include:
1. Coordinate with Client, project team, and sub-consultants, as necessary 55 O – Page 591 of 1296
2. Review contractor submittals including: shop drawings, product and finish submittals, and mock -ups for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents
3. Respond to Requests for Information (RFI’s) as issued by the General Contractor (GC)
4. Review proposed substitutions, alternates, and change orders
5. Ensure on-site work conforms to contract documents, issue site observation reports, and to assist in determinations of substantial and final completion.
6. Respond to contractor RFI’s on design intent
7. Review of contractor submittals for hardscape samples, and plant material
8. Support the GC in creating a punch list at Substantial Completion
9. Review and comment on contractor punch list
10. Overall RIOS project administration
A. Review meeting agendas and minutes
B. Ongoing consultant coordination
Meetings
• Attend pre-construction conference
• Up to seven (7) bi-weekly team construction meetings
• Attendance on site four (4) times to participate in major milestones and general construction coordination meetings as appropriate and to oversee on -site benchmarks such as:
– Review hardscape, built-in furniture/exterior structure’s mockups – Specimen tree procurement / tagging and nursery visits – Review final tree and shrub installation
– Oversee final tree installation
Project Closeout Duration: 4 weeks
Upon notice to proceed RIOS ,will conduct a p roject closeout and execute the following :
1. Collect and organize final contract documents
2. Review built project against specifications
3. Substantial Completion Review
A. Final Landscape Walkthrough / Review and Punch Walk
B. Lighting walk with Lighting Designer
4. Final completion walk-through to review final Punch List for landscape architecture and review corrections and final signoff.
A. Review of final Punch Walk corrections
B. Review of maintenance practices on site with maintenance team Attend Substantial Completion walk -through
Deliverables
1. Landscape Record Drawing set (30x42 PDF):
A. Site plan
56 O – Page 592 of 1296
B. Hardscape plans
C. Layout plans
D. Hardscape & custom details
E. Hydrozone plan
F. Planting plans
G. Planting details
H. 100% Specifications
Sustainability Duration: N/Aweeks
Beginning in the SD phase, RIOS will provide information in support of the project goal to reach LEED Gold.
Meetings
• Attend a Sustainability Charette during the SD Phase
Subconsultant Scope of Work
For Irrigation scope of work, see attached Exhibit C.
57 O – Page 593 of 1296
II. Fee Summary
Schematic Design & Entitlements Package $ 55,825
Entitlements Support Hourly T&M
Design Development $ 73,850
Construction Documents $ 85,350
Permitting $7,940
Bidding $ 3,940
Construction Administration - Remote * $ 18,630
Construction Administration - On-site* $ 26,495
Project Closeout $ 9,680
Sustainability $ 6,245
RIOS Subtotal Fee $ 287,955
Irrigation Consultant Fee $ 8,800
RIOS Subconsultant Administration (10%) $ 880
Total Fee** $ 297,635
Reimbursables (2.5% of RIOS fee) $ 7,440
* Duration assumes landscape installation will happen midway through the overall construction. If the Construction Administration phase extends beyond the duration communicated in this Agreement, the monthly cost for extended Construction Administration is................................ ................................ ................................ ................................ ................................ ................................ ................................ ............ Hourly, NTE $2,000/wk.
The above Fee is the consultancy fee exclusive of taxes, deductions of any type or other costs and will be billed per Exhibit A. All fees for permits, reviews, variances, etc. required by local jurisdictions will be paid directly by the Client.
Required consultants can either be contracted by the Client separately or under RIOS as defined in Exhibit A Terms & Conditions attached.
Clarifications / Assumptions
1. There shall be one (1) revision total. We feel that our professional duty fairly includes one (1) design and one (1) re-design if so required up through Schematic Design.
A. Revision #1: All comments from the Client for 50% Schematic Design shall be provided within eight (8) business days after the presentation/submission. Upon receiving comments, RIOS shall provide the Design Revision.
B. Additional Services for Revisions: Any major re -design(s) beyond this or in subsequent phases shall be considered an Additional Service for out -of-sequence work.
2. These fees assume one (1) separate permit package as outlined in the Scope of Services Project Summary .
3. Civil engineer will be involved starting in SD and responsible for grading and drainage documentation.
4. Any changes due to value engineering or as a result of bidding, may be billed hourly or as additional services. 58 O – Page 594 of 1296
5. Permitting, Bidding, and Construction Administration, are allowances. If there are any changes to phasing or the schedule durations exceeding contract amounts by 5%, the fees will be renegotiated.
6. Billing shall be monthly, as work is completed, based on actual hours. If there are any changes to phasing or the schedule durations exceeding contract amounts by 5% the fees will be renegotiated.
7. RIOS’ proposed scope of services will maintain coordination engagement for the full phase durations outlined in the RFP for the purposes of coordination. However, Phase duration does not reflect active working periods.
Intervals between phases are subject to the overall architecture schedule and cannot be predetermined. This duration does not assume consecutive calendar weeks and may be subject to pauses due to architectural background coordination, Client review periods, or coordination holds.
III. Data and Documents List to Be Provided by Client
The Client will provide information and services as necessary for RIOS to provide the services described in this agreement. The Client assumes responsibility for the accuracy and completeness of such information or services that RIOS will rely upon. RIOS will not be liable for errors or omissions therein. Should RIOS be required to provide services in obtaining, correcting or coordinating compilation of this information, such services by RIOS shall be Additional Services.
The Client needs to provide the following data and/or information prior to the commencement of work:
1. Project Brief (site program, project goals)
2. Topographic survey of the site and surrounding area with contour lines in CAD (including the first floor architectural plane, building overhangs, etc.)
3. Boundary survey in CAD
4. Arborist Report with tagged trees in CAD
5. Confirmed architectural forms, entrances, exits, road system map, parking requirements, extent of underground excavation and/or basement extents in CAD;
6. As-built drawings shall be procured from an as-built surveying company
7. Approved general configuration plan of architecture and equipment
8. Site planning elevations and road elevations
9. Geotechnical Report
10. Plan(s) of existing public pipeline and relevant surrounding infrastructure IV. Exclusions and Clarifications
RIOS Shall Not Be Responsible for the Following Services
1. Consultants not explicitly included in proposal
2. Design and engineering of shade canopies
3. Public art integration and coordination
4. Land use consultant or expeditor as needed for any required City approvals (RIOS recommends Clients to retain these services)
5. Outdoor thermal comfort modelling or any acoustic modelling
6. Vehicle swept path analysis
7. Photometrics and lighting design
59 O – Page 595 of 1296
8. Green walling systems
9. Design of drainage systems (sub -grade piped networks, runoff calculations, etc.) is excluded although will be coordinated with the infrastructure engineers. Furthermore, RIOS will liaise and coordinate with the supporting Engineers to input into the passiv e drainage systems (SUDS/ Swales, etc.) as calculated and directed by the supporting Engineers; to meet project aesthetic requirements.
10. 3D terrain modelling, earthworks analysis, and cut/fill calculations are excluded and recommend this is carried out by a specialist civil engineer using Civil 3D software
11. Custom designs for light fixtures, furniture, and hardware
12. Environmental Impact Assessment (EIA) and any inputs into that process
13. Design or model making of a professional art piece
14. Landscape construction cost estimate / BoQ services are not included, however RIOS will assist and input into a cost plan where required
15. Security or threat assessments are excluded although RIOS will assist and coordinate where required
16. Fire, life and safety strategies for external areas are excluded although RIOS will assist and coordinate where required
17. Structural roadway and pathway build -up design specifications
18. Structural steel design specifications to shade structures
19. Design of waterproofing, architectural flooring, and veneer of the architecture façade
20. Fully sealed and serviced architectural elements in the landscape are excluded and assumed by the architect (eg. toilet blocks or F&B outlets, pavilions, architectural sports facilities, cultural pavilions or restaurants)
21. Waterproofing specifications are excluded and assumed, A. vertical waterproofing to walls and footings below ground by structural engineer
22. Time spent preparing for and attending atypical planning department, atypical building department or community meetings other than those within the scope of services.
23. Design changes due to delay of the Client’s directions or design decisions.
24. Management of multiple Client representatives; it is the sole responsibility of the Client to coordinate design direction through a single representative authorized to act on their behalf.
25. Additional design and progress meetings requested by Client other than those within the scope of services.
26. Substantial extension of schedule for any phase for reasons outside the control of RIOS or at the request of the Client
27. Presentations with fly -throughs, animations, or presentation-quality physical models for City Council, Planning Commission, or agency review
28. Photorealistic renderings or professionally outsourced CGIs A. Additional high-quality renders, beyond what is included in the above scope, for City Council, Planning Commission, or agency review
B. Renderings delivered during Schematic Design and Design Development phases are not photorealistic.
As an Extra Service (below), RIOS can provide photorealistic renderings at the conclusion of the Construction Documentation phase (or help coordinate the design with an external rendering/animation consultant).
60 O – Page 596 of 1296
C. Where localized modelling has occurred to assist visualizations, these can be furnished in Rhino ; however,it is not intended for these massing models to be used for anything other than setting up visualizations and hence will be void of any technical data
29. Project administration services above and beyond our standard Scope of Services
30. Sustainability tracking & reporting under LEED or other similar credit rating systems is excluded, although RIOS will assist and input into the process where required
31. Additional permit packages
32. Multiple bid packages
Extra Services
The following services are additional services outside the scope listed above and can be contracted on an hourly basis or negotiated:
• Photorealistic Renderings ................................ ................................ ................................ ................................ ....................... $2,500/ rendering • Marketing Package ................................ ................................ ................................ ................................ ................................ ........To Be Negotiated • Virtual Realty Experience ................................ ................................ ................................ ................................ ........................... To Be Negotiated • Physical Model ................................ ................................ ................................ ................................ ................................ ................. To Be Negotiated • Motion Content & Documentary Service ................................ ................................ ................................ ........................ To Be Negotiated • Procurement / Products Purchasing ................................ ................................ ................................ ................................ ..To Be Negotiated V. Terms & Conditions
RIOS’ standard Terms & Conditions ( Exhibit A) are incorporated into this document as an integral part of RIOS’ agreement with the Client to provide services.
VI. Authorization to Proceed
Please call if you have any questions regarding this proposal. To authorize us to proceed with this work, please return a signed copy of this proposal .
We look forward to working with you and your team on this project! Sincerely,
RIOS
Katherine Harvey Mark Rios, FAIA, FASLA
Creative Director; Partner Creative Director; Partner
California Landscape Architect # 5892
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Exhibit B: Limit of Work
227 N. Avenida Caballeros
LOW provided by LMN Architects
62 O – Page 598 of 1296
PALM SPRINGS CONFERENCE CENTER - p01.docx Page 1 of 2
May 29th, 2026
This is an agreement for services to be performed, upon receipt by the consultant of signed agreement, one fully executed copy will be returned to the client. Should any of the information shown hereon not be in accordance with the client's understanding, the client should immediately advise the consultant.
Client: Project PALM SPRINGS CONFERENCE CENTER
Location: Palm Springs, California
Client 3101 W. Exposition Ave. Attention: Mr. Grant Saita Address: Los Angeles, CA 90018 E-mail Address: [email protected] Telephone: (323-785-1800
The client and the consultant for mutual consideration herein set forth, and agree as follows:
A. Consultant agrees to perform the following services:
Provide irrigation consulting and design services for the above referenced project. The project is the design of an irrigation system at an existing conference center in Palm Springs, California. The project shall be designed using AutoCAD drafting software. The client shall provide all digital base information including base sheets, planting plans, grading plans, utility plans and title blocks with planting sheet set-ups. The client shall provide an e-transmit of the AutoCAD drawings so as to include all required x-reference drawings, image files and plotting ctb files. The fee proposal assumes that a submittal package shall be provided by the consultant at the various stages of the design and are specified below. Additional submittals (other than direct municipal agency irrigation plan check revisions) and other design phases (schematic design, tender documents, permitting sets) are excluded from this scope of work and fee proposal.
The client shall provide 100% completed planting plans and hydrozone plans prior to the start of the irrigation design. Any irrigation design started on incomplete planting and hydrozone plans may result in billable irrigation revisions due to changes out of the control of the consultant. It is the client’s responsibility to provide accurate information to the consultant prior to the start of the irrigation design.
This scope of work and fees is based on the RFP provided by the client on Thursday May 28th. The fee assumes that there will be no "on-structure" planting areas to be irrigated in the scope of work. The scope of work shall be defined as the following:
The scope of work shall be defined as the following:
Pre-Design Site Visit – The consultant shall visit the site prior to the design of the irrigation system to verify water and power supply locations, existing irrigation systems for coordination, and general site conditions that may affect the design of the irrigation system. This service is not optional if there is an existing irrigation system where the existing and new irrigation system will be joined together and accurate as-builts are not provided.
Design Development Phase–The consultant shall conduct project research, coordination with the design team members, water use and water pressure calculations, coordination of water points of connection and electrical power locations, mainline routing and sizing and preliminary irrigation materials legend and installation details. (100% submittal only)
Construction Documents - The consultant shall provide complete drip and overhead spray irrigation construction drawings for the subject project. All irrigation construction drawings include plans, plan notes, materials legends, installation details, water pressure calculations, peak irrigation run time calculations and specifications. The fee assumes that there will be no more than two (2) submittals of the construction document irrigation drawings at 90% & 100% CDs, and the fee includes 2hrs of revision time not related to irrigation only plan check comments. The irrigation deliverables shall include AutoCAD drawing files (using AutoCAD etransmit), PDF plots of the drawings and specifications in book form as a Word document in CSI format.
EXHIBIT C 63
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PALM SPRINGS CONFERENCE CENTER - p01.docx Page 2 of 2
Revision Allowance -As an optional service, the consultant shall revise the irrigation drawings as required due to base sheet changes or planting plan changes. The time required for any re-plotting of PDF drawings due to title block changes, etc., and other than in the official submittals indicated above, shall be billed against the revision allowance. The time required for the revisions, or re-plotting, shall be billed against the revision allowance at the hourly rates shown below. As an optional service, these servicesshall only be invoiced if the services are requested by the client and provided by the consultant.
Construction Administration –As an optional service, the consultant shall provide review and written comment on contractor’s irrigation materials submittal, and answer contractor RFI’s. As-built review and response to contractor’s drafted as-built plans is not included in this scope of work or fee proposal.
Construction Observations - As an optional service, the consultant shall provide field observation services during construction to observe and report on the installation of the irrigation system. The consultant recommends that site observations be provided at the following milestones: mainline pressure test, irrigation coverage test, and final observation. The scope and fees assume no more than three (3) construction observations shall be provided. The fees for the construction observations include travel time to the site, field time and a written field report or punch list. The AB 1881 certificate of completion is excluded from this scope.
B. Client agrees to compensate the consultant as follows:
Pre-Design Site Visit: $ 1,600.00 One thousand six hundred dollars Design Development Phase: $ 1,500.00 One thousand five hundred dollars Construction Documents Phase: $ 4,500.00 Four thousand five hundred dollars Revision Allowance: $ 750.00 Seven hundred fifty dollars Construction Administration: $ 1,200.00 One thousand two hundred dollars (Optional) Construction Observations (3-visits): $ 4,800.00 Four thousand eight hundred dollars(Optional) Reproduction, plotting, and delivery costs are to be billed to client. Payment terms: net 30 days.
C. Hourly rates as follows: Principal - $200.00 per hour, Irrigation Designer - $165.00 per hour, Project Manager - $180.00 per hour, Field Services - $200.00 per hour E. Revisions meetings with the client, city or owner; water auditing services, irrigation schedules, AB 1881 Planting Requirement and AB 1881 certificate of completion are not included in this fee proposal and will not be provided. If these services are requested by the client, the consultant shall prepare a fee proposal for said services and proceed with the work only after written acceptance of the fee proposal.
F. Consultant shall maintain in force insurance in the following amounts: $2,000,000 – General Liability; $2,000,000 - Professional Liability; $1,000,000 Commercial Automobile; and Worker’s Compensation in the amounts required by state law. Each party agrees to indemnify, defend and hold the other free and harmless from and against any and all losses, claims, demands, damages or judgments of or in favor of any third party arising from any act by, or negligence of, the indemnitor or its officers, agents or employees while engaged in the performance of this contract or while in or about the premises for any reason connected in any way with the performance of this contract.
In witness whereof, the parties hereto have accepted, made and executed this agreement upon the terms, conditions and provisions above stated.
RIOS Sweeney & Associates, Inc.
By: By:
Name: Name: Corey Fox
Title: Title: Principal
Date: Date:
EXHIBIT C
64 O – Page 600 of 1296
Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date 0 7/27/2025 7/27/2025 6 7/27/2025 9/7/2025 8 7/27/2025 9/21/2025 10 7/27/2025 10/5/2025 4 7/27/2025 8/24/2025 4 7/27/2025 8/24/2025 52 7/27/2025 7/26/2026 26 7/27/2025 1/25/2026 4 7/27/2025 8/24/2025 1 7/27/2025 8/3/2025 Title Staff Name Discipline Primary Role
Billing Rate to
Client
Billing Rate
(USD)
Billing Rate
(local currency ) # of Weeks Avg Hrs/Wk Total Proj Hrs Amount # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee Design Director Jason Shinoda Landscape Person in Charge USA $ 250 250 114 1 19 $ 4,750 0 0 $ - 6 1 6 $ 1,500 8 1 8 $ 2,000 10 0.5 5 $ 1,250 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 0 $ - Senior Project Director/Designer Grant Saita Landscape Project Manager USA $ 225 225 114 2 173 $ 39,150 0 0 $ - 6 4 24 $ 5,400 8 4 32 $ 7,200 10 4 40 $ 9,000 4 1 4 $ 900 4 1 4 $ 900 52 0.25 13 $ 2,925 26 2 52 $ 11,700 4 1 4 $ 900 1 1 1 $ 225 Project Director/Designer Estevan Castaneda Landscape Job Captain USA $ 190 190 114 6 640 $ 123,120 0 0 $ - 6 16 96 $ 18,240 8 16 128 $ 24,320 10 16 160 $ 30,400 4 4 16 $ 3,040 4 4 16 $ 3,040 52 1 52 $ 9,880 26 6 156 $ 29,640 4 4 16 $ 3,040 1 8 8 $ 1,520 Designer II Jinghan Zhou Landscape Designer USA $ 165 165 114 24 576 $ 95,040 0 0 $ - 6 24 144 $ 23,760 8 24 192 $ 31,680 10 24 240 $ 39,600 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 0 $ - Technical Director Landscape Advisor USA $ 275 275 98 1 99 $ 27,225 0 0 $ - 6 0 $ - 1 16 16 $ 4,400 1 36 36 $ 9,900 4 2 8 $ 2,200 4 0 $ - 52 0.25 13 $ 3,575 26 1 26 $ 7,150 4 0 $ - 1 0 $ - BIM Manager Landscape Advisor USA $ 225 225 93 8 24 $ 5,400 0 0 $ - 1 8 8 $ 1,800 1 8 8 $ 1,800 1 8 8 $ 1,800 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 0 $ - Design Director Jason Shinoda - MELK Workshop Landscape Advisor USA $ 250 250 102 12 24 $ 6,000 0 0 $ - 1 16 16 $ 4,000 1 8 8 $ 2,000 10 0 $ - 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 0 $ - Senior Project Director/Designer Grant Saita - MELK Workshop Landscape Advisor USA $ 225 225 102 12 24 $ 5,400 0 0 $ - 1 16 16 $ 3,600 1 8 8 $ 1,800 10 0 $ - 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 0 $ - Sustainability Director Landscape Advisor USA $ 225 225 106 0 $ 4,500 0 0 $ - 6 0 0 $ - 0 0 $ - 10 0 $ - 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 20 20 $ 4,500 Spec Writer Landscape Advisor USA $ 225 225 6 9 55 $ 12,375 0 $ - 1 1 1 $ 225 1 10 10 $ 2,250 1 16 16 $ 3,600 1 8 8 $ 1,800 0 $ - 1 10 10 $ 2,250 1 10 10 $ 2,250 0 $ - 0 $ - $ 322,960 Total Phase 0 $ - Total Phase 311 $ 58,525 Total Phase 410 $ 77,450 Total Phase 505 $ 95,550 Total Phase 36 $ 7,940 Total Phase 20 $ 3,940 Total Phase 88 $ 18,630 Total Phase 244 $ 50,740 Total Phase 20 $ 3,940 Total Phase 29 $ 6,245 Core Project Team Core Project Team 87% Core Project Team 88% Core Project Team 88% Core Project Team 56% Core Project Team 100% Core Project Team 74% Core Project Team 85% Core Project Team 100% Core Project Team 31% Advisory Support Advisory Support 13% Advisory Support 12% Advisory Support 12% Advisory Support 44% Advisory Support 0% Advisory Support 26% Advisory Support 15% Advisory Support 0% Advisory Support 69% Architecture $ - #DIV/0! $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - Landscape $ 316,715 #DIV/0! $ - 100% $ 58,525 100% $ 77,450 100% $ 95,550 100% $ 7,940 100% $ 3,940 100% $ 18,630 100% $ 50,740 100% $ 3,940 63% $ 3,940 Interior $ - #DIV/0! $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - EXD $ - #DIV/0! $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - % of Total Fee by Phase 0% % of Total Fee by Phase 18% % of Total Fee by Phase 24% % of Total Fee by Phase 30% % of Total Fee by Phase 2% % of Total Fee by Phase 1% % of Total Fee by Phase 6% % of Total Fee by Phase 16% % of Total Fee by Phase 1% % of Total Fee by Phase 2% Full-time Equivalent (FTE) 0.00 Full-time Equivalent (FTE) 2.15 Full-time Equivalent (FTE) 2.38 Full-time Equivalent (FTE) 2.61 Full-time Equivalent (FTE) 0.38 Full-time Equivalent (FTE) 0.13 Full-time Equivalent (FTE) 0.29 Full-time Equivalent (FTE) 0.48 Full-time Equivalent (FTE) 0.13 Full-time Equivalent (FTE) 0.73 Weekly Burn Rate #DIV/0! Weekly Burn Rate $ 12,321 Weekly Burn Rate $ 14,579 Weekly Burn Rate $ 11,495 Weekly Burn Rate $ 2,083 Weekly Burn Rate $ 985 Weekly Burn Rate $ 382 Weekly Burn Rate $ 2,076 Weekly Burn Rate $ 985 Weekly Burn Rate $ 6,245 Totals
Concept SD/ Entitlements DD CD Permitting/ IFC B/N CA-Remote CA - On-Site Project Close Out Sustainability Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date 6 7/27/2025 9/7/2025 8 7/27/2025 9/21/2025 10 7/27/2025 10/5/2025 4 7/27/2025 8/24/2025 4 7/27/2025 8/24/2025 52 7/27/2025 7/26/2026 26 7/27/2025 1/25/2026 4 7/27/2025 8/24/2025 1 7/27/2025 8/3/2025 # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee 6 1 6 $ 1,500 8 1 8 $ 2,000 10 0.5 5 $ 1,250 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 0 $ - 6 4 24 $ 5,400 8 4 32 $ 7,200 10 4 40 $ 9,000 4 1 4 $ 900 4 1 4 $ 900 52 0.25 13 $ 2,925 26 2 52 $ 11,700 4 1 4 $ 900 1 1 1 $ 225 6 16 96 $ 18,240 8 16 128 $ 24,320 10 16 160 $ 30,400 4 4 16 $ 3,040 4 4 16 $ 3,040 52 1 52 $ 9,880 26 6 156 $ 29,640 4 4 16 $ 3,040 1 8 8 $ 1,520 6 24 144 $ 23,760 8 24 192 $ 31,680 10 24 240 $ 39,600 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 0 $ - 6 0 $ - 1 16 16 $ 4,400 1 36 36 $ 9,900 4 2 8 $ 2,200 4 0 $ - 52 0.25 13 $ 3,575 26 1 26 $ 7,150 4 0 $ - 1 0 $ - 1 8 8 $ 1,800 1 8 8 $ 1,800 1 8 8 $ 1,800 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 0 $ - 1 16 16 $ 4,000 1 8 8 $ 2,000 10 0 $ - 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 0 $ - 1 16 16 $ 3,600 1 8 8 $ 1,800 10 0 $ - 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 0 $ - 6 0 0 $ - 0 0 $ - 10 0 $ - 4 0 $ - 4 0 $ - 52 0 $ - 26 0 $ - 4 0 $ - 1 20 20 $ 4,500 1 1 1 $ 225 1 10 10 $ 2,250 1 16 16 $ 3,600 1 8 8 $ 1,800 0 $ - 1 10 10 $ 2,250 1 10 10 $ 2,250 0 $ - 0 $ - Total Phase 311 $ 58,525 Total Phase 410 $ 77,450 Total Phase 505 $ 95,550 Total Phase 36 $ 7,940 Total Phase 20 $ 3,940 Total Phase 88 $ 18,630 Total Phase 244 $ 50,740 Total Phase 20 $ 3,940 Total Phase 29 $ 6,245 Core Project Team 87% Core Project Team 88% Core Project Team 88% Core Project Team 56% Core Project Team 100% Core Project Team 74% Core Project Team 85% Core Project Team 100% Core Project Team 31% Advisory Support 13% Advisory Support 12% Advisory Support 12% Advisory Support 44% Advisory Support 0% Advisory Support 26% Advisory Support 15% Advisory Support 0% Advisory Support 69% 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 100% $ 58,525 100% $ 77,450 100% $ 95,550 100% $ 7,940 100% $ 3,940 100% $ 18,630 100% $ 50,740 100% $ 3,940 63% $ 3,940 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - 0% $ - % % of Total Fee by Phase 18% % of Total Fee by Phase 24% % of Total Fee by Phase 30% % of Total Fee by Phase 2% % of Total Fee by Phase 1% % of Total Fee by Phase 6% % of Total Fee by Phase 16% % of Total Fee by Phase 1% % of Total Fee by Phase 2% 0 Full-time Equivalent (FTE) 2.15 Full-time Equivalent (FTE) 2.38 Full-time Equivalent (FTE) 2.61 Full-time Equivalent (FTE) 0.38 Full-time Equivalent (FTE) 0.13 Full-time Equivalent (FTE) 0.29 Full-time Equivalent (FTE) 0.48 Full-time Equivalent (FTE) 0.13 Full-time Equivalent (FTE) 0.73 Weekly Burn Rate $ 12,321 Weekly Burn Rate $ 14,579 Weekly Burn Rate $ 11,495 Weekly Burn Rate $ 2,083 Weekly Burn Rate $ 985 Weekly Burn Rate $ 382 Weekly Burn Rate $ 2,076 Weekly Burn Rate $ 985 Weekly Burn Rate $ 6,245 SD/ Entitlements DD CD Permitting/ IFC B/N CA-Remote CA - On-Site Project Close Out Sustainability Total Proj Hrs Amount
1 19 $ 4,750
2 173 $ 39,150
6 640 $ 123,120
4 576 $ 95,040
1 99 $ 27,225
8 24 $ 5,400
2 24 $ 6,000
2 24 $ 5,400
0 $ 4,500
9 55 $ 12,375
$ 322,960
Architecture $ -
Landscape $ 316,715
Interior $ -
EXD $ -
Billing Rate
(USD)
$ 250
$ 225
$ 190
$ 165
$ 275
$ 225
$ 250
$ 225
$ 225
$ 225
Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Week 8 7/27/2025 9/21/2025 8 7/27/2025 9/21/2025 6 7/27/2025 9/7/2025 12 Primary Role Staff Names Discipline
Billing Rate to
Client
Billing Rate
(USD)
Billing Rate
(local currency ) # of Weeks Avg Hrs/Wk Total Proj Hrs Amount # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Week Project Manager EXD USA $ 225 225 53 4 126 $ 28,350 7 6 42 $ 9,450 8 6 48 $ 10,800 6 4 24 $ 5,400 Job Captain EXD USA $ 190 190 54 9 296 $ 56,240 8 8 64 $ 12,160 8 8 64 $ 12,160 6 20 120 $ 22,800 Designer EXD USA $ 165 165 53 14 304 $ 50,160 7 16 112 $ 18,480 8 18 144 $ 23,760 6 8 48 $ 7,920 Advisor TRAVEL FOR SA EXD USA $ 225 225 47 12 12 $ 2,700 1 12 12 $ 2,700 8 0 $ - 6 0 $ - Advisor TRAVEL FOR D2 EXD USA $ 165 165 47 12 12 $ 1,980 1 12 12 $ 1,980 8 0 $ - 6 0 $ - $ 139,430 Total Phase 242 $ 44,770 Total Phase 256 $ 46,720 Total Phase 192 $ 36,120 Core Project Team 90% Core Project Team 100% Core Project Team 100% Advisory Support 10% Advisory Support 0% Advisory Support 0% Architecture - $ 0% - $ 0% - $ 0% - $
Landscape $ - 0% $ - 0% $ - 0% $ -
Interior $ - 0% $ - 0% $ - 0% $ -
EXD $ 139,430 100% $ 44,770 100% $ 46,720 100% $ 36,120 % of Total Fee by Phase 32% % of Total Fee by Phase 34% % of Total Fee by Phase 26% Full-time Equivalent (FTE) 1.35 Full-time Equivalent (FTE) 0.80 Full-time Equivalent (FTE) 0.80 Weekly Burn Rate $ 9,327 Weekly Burn Rate $ 5,840 Weekly Burn Rate $ 6,020 Totals
SD DD CD
Billing Rate
(USD)
$ 225
$ 190
$ 165
$ 225
$ 165
Total Proj Hrs Amount
126 $ 28,350
296 $ 56,240
304 $ 50,160
12 $ 2,700
12 $ 1,980
$ 139,430
Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date 8 7/27/2025 9/21/2025 8 7/27/2025 9/21/2025 6 7/27/2025 9/7/2025 12 7/27/2025 10/19/2025 # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs 7 6 42 $ 9,450 8 6 48 $ 10,800 6 4 24 $ 5,400 12 1 12 $ 2,700 8 8 64 $ 12,160 8 8 64 $ 12,160 6 20 120 $ 22,800 12 4 48 $ 9,120 7 16 112 $ 18,480 8 18 144 $ 23,760 6 8 48 $ 7,920 12 0 0 $ - 1 12 12 $ 2,700 8 0 $ - 6 0 $ - 12 0 $ -
1 12 12 $ 1,980 8 0 $ - 6 0 $ - 12 0 $ -
Total Phase 242 $ 44,770 Total Phase 256 $ 46,720 Total Phase 192 $ 36,120 Total Phase 60 $ 11,820 Core Project Team 90% Core Project Team 100% Core Project Team 100% Core Project Team 100% Advisory Support 10% Advisory Support 0% Advisory Support 0% Advisory Support 0% 0% - $ 0% - $ 0% - $ 0% - $
0% $ - 0% $ - 0% $ - 0% $ -
0% $ - 0% $ - 0% $ - 0% $ -
100% $ 44,770 100% $ 46,720 100% $ 36,120 100% $ 11,820 % of Total Fee by Phase 32% % of Total Fee by Phase 34% % of Total Fee by Phase 26% % of Total Fee by Phase 8% Full-time Equivalent (FTE) 1.35 Full-time Equivalent (FTE) 0.80 Full-time Equivalent (FTE) 0.80 Full-time Equivalent (FTE) 0.13 Weekly Burn Rate $ 9,327 Weekly Burn Rate $ 5,840 Weekly Burn Rate $ 6,020 Weekly Burn Rate $ 985
SD DD CD CA
RIOS Fee Breakdown/ Hour/ Phase
26/06/05
65 Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date Total Weeks Start Date End Date 6 7/27/2025 9/7/2025 8 7/27/2025 9/21/2025 10 7/27/2025 10/5/2025 4 7/27/2025 8/24/2025 4 7/27/2025 8/24/2025 52 7/27/2025 7/26/2026 13 7/27/2025 10/26/2025 4 7/27/2025 8/24/2025 1 7/27/2025 8/3/2025 # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee # of Weeks Hrs/Wk Total Hrs Total Fee 6 1 6 $ 1,500 8 1 8 $ 2,000 10 0.5 5 $ 1,250 4 0 $ - 4 0 $ - 52 0 $ - 13 0 $ - 4 0 $ - 1 0 $ - 6 2 12 $ 2,700 8 2 16 $ 3,600 10 2 20 $ 4,500 4 1 4 $ 900 4 1 4 $ 900 52 0.25 13 $ 2,925 13 2 26 $ 5,850 4 4 16 $ 3,600 1 1 1 $ 225 6 16 96 $ 18,240 8 16 128 $ 24,320 10 13 130 $ 24,700 4 4 16 $ 3,040 4 4 16 $ 3,040 52 1 52 $ 9,880 13 6 78 $ 14,820 4 8 32 $ 6,080 1 8 8 $ 1,520 6 24 144 $ 23,760 8 24 192 $ 31,680 10 24 240 $ 39,600 4 0 $ - 4 0 $ - 52 0 $ - 13 0 $ - 4 0 $ - 1 0 $ - 6 0 $ - 1 16 16 $ 4,400 1 36 36 $ 9,900 4 2 8 $ 2,200 4 0 $ - 52 0.25 13 $ 3,575 13 1 13 $ 3,575 4 0 $ - 1 0 $ - 1 8 8 $ 1,800 1 8 8 $ 1,800 1 8 8 $ 1,800 4 0 $ - 4 0 $ - 52 0 $ - 13 0 $ - 4 0 $ - 1 0 $ - 1 16 16 $ 4,000 1 8 8 $ 2,000 10 0 $ - 4 0 $ - 4 0 $ - 52 0 $ - 13 0 $ - 4 0 $ - 1 0 $ - 1 16 16 $ 3,600 1 8 8 $ 1,800 10 0 $ - 4 0 $ - 4 0 $ - 52 0 $ - 13 0 $ - 4 0 $ - 1 0 $ - 6 0 0 $ - 0 0 $ - 10 0 $ - 4 0 $ - 4 0 $ - 52 0 $ - 13 0 $ - 4 0 $ - 1 20 20 $ 4,500 1 1 1 $ 225 1 10 10 $ 2,250 1 16 16 $ 3,600 1 8 8 $ 1,800 0 $ - 1 10 10 $ 2,250 1 10 10 $ 2,250 0 $ - 0 $ - Total Phase 299 $ 55,825 Total Phase 394 $ 73,850 Total Phase 455 $ 85,350 Total Phase 36 $ 7,940 Total Phase 20 $ 3,940 Total Phase 88 $ 18,630 Total Phase 127 $ 26,495 Total Phase 48 $ 9,680 Total Phase 29 $ 6,245 SD/ Entitlements DD CD Permitting/ IFC B/N CA-Remote CA - On-Site Project Close Out Sustainability Total Proj Hrs Amount
19 $ 4,750
111 $ 25,200
548 $ 105,640
576 $ 95,040
86 $ 23,650
24 $ 5,400
24 $ 6,000
24 $ 5,400
0 $ 4,500
55 $ 12,375
$ 287,955
Billing Rate
(USD)
$ 250
$ 225
$ 190
$ 165
$ 275
$ 225
$ 250
$ 225
$ 225
$ 225
Title Staff Name Discipline
Design Director Jason Shinoda Landscape
Senior Project Director/Designer Grant Saita Landscape
Project Director/Designer Estevan Castaneda Landscape
Designer II Jinghan Zhou Landscape
Technical Director Landscape
BIM Manager Architecture
Design Director Jason Shinoda - MELK Workshop Landscape Senior Project Director/Designer Grant Saita - MELK Workshop Landscape Sustainability Director Architecture
Spec Writer Landscape
26/06/26
O – Page 601 of 1296
June 5, 2026
Pamela Trevithick and Lance O’Donnell
Partner
LMN/o2 Joint Venture
801 2nd Avenue, Suite 501
Seattle, WA 98104
Sent via email: [email protected]
Proposal for Signage & Wayfinding
Palm Springs Convention Center Renovation and Expansion Project Dear Pamela and Lance,
We are pleased to provide you with this Proposal for Signage & Wayfinding for the proposed PALM SPRINGS CONVENTION CENTER RENOVATION AND EXPANSION PROJECT to be located at 277 N. AVENIDA CABALLEROS in PALM SPRINGS, CA. This proposal will define the agreement between LMN/o2 Joint Venture(Client) and Rios, Inc. (RIOS).
I. Scope of Services
Project Summary
The Palm Springs Convention Center Renovation and Expansion Project scope of work extents for signage & wayfinding design services are outlined in Exhibit B.RIOS will provide comprehensive signage & wayfinding program for the study of the overall building and site, including code required signage, identification signage and wayfinding.
For code required signage, RIOS will review any Client provided standards, perform a thorough analysis of code - required signage needs and implement signage where necessary. For wayfinding signage and graphics, RIOS will develop a design that is unique to the building’s brand, in coordination with the design consultant responsible for branding. Anticipated sign types are listed in Exhibit C at the end of the document. The proposed fees include design, documentation , and construction administration .
Concept & Schematic Design Duration: 8 weeks
Upon notice to proceed, RIOS will develop a Concept &Schematic package. Design tasks will include:
1. Coordinate with Client
2. Study the property to evaluate signage and wayfinding need s across interior and exterior including:
A. Assess and quantify code -required signage
i. Outline strategic direction in relationship to existing convention center signage located in areas not in scope
B. Determine wayfinding needs
i. Outline strategic recommendation for update to existing exterior building signage and wayfinding
3. Determine identification signage for building and spaces
4. Exploration of digital signage at FOH Interior and incorporation with building ID signage 66 O – Page 602 of 1296
A. Overall placement, scale, and integration. Graphics or visual programming for digital signage not included.
5. Review graphics with client’s design standards (as applicable) to ensure signage is in alignment with branding
6. Overall RIOS project administration
A. Contribute to meeting agendas and minutes related to signage scope B. Monitoring schedule and delivery process
Deliverables
1. Initial concept design presentation document (11x17 PDF) A. Up to three (3) design directions for signage and wayfinding B. Preliminary signage plans with location markers to identify anticipated sign types C. Annotations for electrical and data coordination will be included as needed D. Preliminary elevations of sign types
E. Preliminary Message Schedules
F. Code summary and general notes
G. Final concept design presentation with a selected design Meetings
• One (1) virtual/Zoom kick -off meeting
• One (1) virtual/Zoom meeting to present initial concept designs • One (1) virtual/Zoom meeting to present a refined design direction based on client’s feedback Optional Scope Items
The Conceptual/Schematic Design phase will help identify the needs and opportunities related to the following Optional Scope item. If the Client chooses to proceed with any of these additional items, they will be addressed under a separate additional services proposal.
1. Development of Environmental Graphics and Placemaking Installations
2. Development and documentation of Digital Signage at Front of House Interior and as part of Exterior Building ID signage
Design Development Duration: 8 weeks
Upon approval of the Concept & Schematic Design, RIOS will develop the Design Development Phase, including:
1. Incorporate Client feedback on 100% Schematic Design package
2. Review all project documents and programming goals with Client
3. Progression of one design scheme
4. Design Studies and Exhibits
5. Develop sign design and types (per Exhibit C )
A. Create finish palette and provide visual examples
B. Detailed review of all sign types with Client
6. Overall RIOS project administration
A. Contribute to meeting agendas and minutes related to signage scope B. Monitoring schedule and deliverable process
67 O – Page 603 of 1296
Deliverables
1. Design Development Technical Set (11x17 PDF):
A. Materials, colors, and typography palette
B. Sign Location Plans
i. Site plan
ii. Floor plans
C. Message Schedule
D. Sign Type Details
i. Exterior signs
ii. Interior signs
iii. Regulatory signs
E. Code Analysis and General Notes
Meetings
• One (1) meeting to present in-progress design development • One (1) end-of-phase meeting to present final design development Design Intent Duration: 6 weeks
Upon approval of the Design Development package, RIOS will develop and deliver the Design Intent package suitable for bid to fabricators including:
1. Scaled elevation drawings and typical layout of each sign type, with annotations specifying fabrication methods, dimensions, materials and finishes
2. Materials, colors, and typography palette
3. Sign Location Plans
4. Message Schedule
Deliverables
1. Design Intent Drawings Set (11x17PDF):
A. Materials, colors, and typography palette
B. Sign Location Plans
i. Site Plan
ii. Floor Plans
C. Message Schedules
D. Sign Type Dimensions and Details
i. Exterior site signs
ii. Exterior building signs
iii. Interior signs
iv. Regulatory signs
E. Code Analysis and General Notes
68 O – Page 604 of 1296
Meetings
• No meetings are anticipated for this phase.
Bidding & Permitting
Not included
Construction Administration Approximate Duration: 12 weeks (Duration varies by selected fabricator)
During this phase, RIOS will perform construction administration services to include:
1. Review fabricator submittals including RFIs, shop drawings, mock -ups/samples
2. Respond to Requests for Information (RFI’s) related to scope of work
3. Perform necessary adjustments to final artwork as needed, based on field measurements If it is determined that travel to the project site is needed to survey the signage/graphics or generate a punch list, this will be addressed under a separate additional services pr oposal.
If CA extends beyond the assumed 12 weeks, additional services will be negotiated at that time.
II. Fee Summary
Conceptual / Schematic Design (including 1 site visit) $ 44,770 Design Development $ 46,720
Design Intent $ 36,120
Construction Administration $11,820
Total Fee $ 139,430
Reimbursables (2.5% of RIOS fee) $ 3,402
Travel Stipend To be discussed
Assumptions
1. The Conceptual/Schematic Design phase will include one (1) site visit to audit existing signage and conditions.
2. All design will be based on existing brand guidelines provided by the Client.
3. There shall be one (1) revision total. We feel that our professional duty fairly includes one (1) design and one (1) re-design if so required up through Schematic Design.
A. Revision #1: All comments from the Client for 50% Schematic Design shall be provided within eight (8) business days after the presentation/submission. Upon receiving comments, RIOS shall provide the Design Revision.
B. Additional Services for Revisions: Any major re-design(s) beyond this or in subsequent phases shall be considered an Additional Service for out-of-sequence work.
4. All fees for permits, reviews, variances, etc. required by the City of Palm Springs will be paid directly by the Client.
69 O – Page 605 of 1296
5. Reimbursable expenses including travel to client meetings and site visits to be negotiated and are not included in this scope of work.
6. Any changes due to value engineering, as a result of bidding, may be billed hourly or as additional services.
7. Other consultants as required during the course of work (i.e. structural, mechanical, electrical, plumbing or civil engineers, food service, waterproofing, vertical transportation, parking engineer, lighting designer, audio visual, landscape, , etc.) will be contracted by the Client separately and are not included in these fees.
III. Data and Documents List to Be Provided by Client
The Client will provide information and services as necessary for RIOS to provide the services described in this agreement. The Client assumes responsibility for the accuracy and completeness of such information or services that RIOS will rely upon. RIOS will not be liable for errors or omissions therein. Should RIOS be required to provide services in obtaining, correcting or coordinating compilation of this information, such services by RIOS shall be Additional Services.
The Client needs to provide the following data and/or information prior to the commencement of work:
1. Project Brief (site, program, project goals)
2. Branding and signage guidelines and any building standards documentation
3. Architectural Floor Plans, Site Plans and Elevations required to produce drawing set IV. Exclusions and Clarifications
RIOS shall not be responsible for the following services:
1. Time spent preparing for and attending planning department, building department or community meetings
2. Design changes due to the delay of the Client’s directions or design decisions
3. Management of multiple Client representatives, it is the sole responsibility of the Client to coordinate design direction through a single representative authorized to act their behalf
4. Additional design and progress meetings requested by Client other than those within the scope of services
5. Substantial extension of schedule for any phase for reasons outside the control of RIOS or at the request of the Client
6. Photorealistic renderings or professionally outsourced CGI’s
7. Digital hardware spec ifications and graphic template designs
8. Brand development including logo design
V. Terms & Conditions
RIOS’ standard Terms & Conditions ( Exhibit A) are incorporated into this document as an integral part of RIOS’ agreement with the Client to provide services.
70 O – Page 606 of 1296
VI. Authorization to Proceed
Please call if you have any questions regarding this proposal. To authorize us to proceed with this work, please return a signed copy of this proposal along with a retainer check in the amount of $13,610.
We look forward to working with you and your team on this project! Sincerely,
RIOS
Katherine Harvey
Partner
CLIENT
LMN/o2 Joint Venture
Accepte d by
(signature)
Name & Title
Date
71 O – Page 607 of 1296
Exhibit B: Limit of Work
Palm Springs Convention Center Renovation and Expansion Project Extents for signage and wayfinding are illustrated below. 72 O – Page 608 of 1296
Exhibit C – Anticipated Sign Types
Palm Springs Convention Center Renovation and Expansion Project Code Required
Exterior
1. Building Address
Interior
2. Back-of-house (BOH) Room ID
3. Restroom ID – ADA
4. Restroom Door Sign – Title 24 (California Only)
5. Exit/Exit Route
6. Evacuation Map
7. Stairwell Regulatory
8. Stair ID
9. Exit Door Sign
10. Max Occupancy
11. Accessible Route
12. Area of Refuge
13. Entry Regulatory/Prop 65 (California Only)
Wayfinding
Exterior
14. Two (2) Project/Building ID
15. Pedestrian Directional
Interior
16. Front-of-house (FOH) Room ID
17. Conference/Meeting Room ID
18. Area ID
19. Restroom ID
20. Floor Directory
21. Directional (Blade, Overhead, Wall-mount etc .)
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LMNo2 Joint Venture
Pamela Trevthick
Lance O’Donnell
RE: Palm Springs Convention Center Stages 1 and 2
Dear Pamela and Lance,
Thank you for the opportunity to submit this proposal to LMNo2 Joint Venture (“Architect”) for mechanical, electrical, plumbing, fire protection, Acoustics, AV and IT/Tech/Security engineering services for the renovation and expansion of the Palm Springs Convention Center. We propose the following for your consideration.
PROJECT DESCRIPTION
The project is a renovation and addition to the Palm Springs Convention Center to be constructed for City of Palm Springs California. The project consist s of Stage 1 renovations/deferred maintenance and Stage 2 expansion that will be designed together as a single package. The project has an estimated total construction budget of approximately $81,360,000 with an additional add alternate scope of work estimated at $16,655,000.
The project includes the scopes of work listed below:
1. Stage 1 Renovation Scope (Areas with MEP scope)
a. Main lobby new lighting (circuiting) and new floor boxes. b. Oasis exhibit hall floor boxes
c. South pre-function lighting (circuiting) and new charging stations. d. Mesquite meeting rooms new wall outlets.
e. Smoketree meeting rooms reconfigure HVAC for VAV and added pantry. f. Aqua Caliente board rooms new toilet room.
g. Chiller replacement – Engineering to provide additional capacity to make up for disused ice plant and additional capacity for new expansion.
h. IT/AV/Security system upgrade
i. Existing Kitchen Renovation
j. New Kitchen
k. Mech room EF-5 Replacement
l. Lighting Controls upgrades
m. Electrical distribution equipment replacement
n. MDF room system upgrades
o. Pump room HVAC upgrade
p. Electrical connection for new freight or passenger elevator (TBD) q. Lighting Circuiting for restroom renovations.
2. Stage 2 Expansion Scope
a. East Lobby – 12,000 GSF
b. East Meeting Rooms – 10,500 GSF
c. South East Meeting Rooms – 7,800 GSF
d. Outdoor Lighting (circuiting) and Power
3. Add Alternate Scope of work – Add alternate scopes will be designed through Schematic Design (SD) only for pricing. Should any scopes be taken forward into the next phases, a n additional service will be required.
a. Replace roof AHU seals
b. Replace maintenance office split system
c. Replace Electrical room split system
d. Fire Alarm System Upgrades/Replacement
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e. Motor VFD Replacements
f. Upgrade/Replace Radio Repeaters
g. Upgrade Telecom Rooms
SCOPE OF WORK
1. Heating, ventilating, and air conditioning, including the design of a digital building automation system.
2. Plumbing design including water, sanitary sewer, storm, and natural gas systems. Plumbing fixtures will be scheduled, and utilities will be designed to within 5'-0" of the building for coordination with the Civil Engineer.
3. Fire sprinkler/standpipe systems will be designed via a performance specification and will be bid to licensed fire protection contractors. Fire protection design will include sizing of the main service line and entry, scheduling of the fire pump (if applicable), coordination of main distribution piping, and review of shop drawings and hydraulic calculations (deferred submittal) during Construction Administration. The selected Fire Protection Contractor will be the “Engineer of Record.”
4. Electrical design including normal power, emergency power, mechanical equipment power, equipment room layouts, receptacle layouts and circuiting. Power requirement coordination with low-voltage system(s).
5. Lighting design for back of house areas.
6. Coordination with Lighting Design consultant will be as follows. a. The Lighting Design consultant will provide lighting design for front of house, site and façade areas of the project.
b. Lighting Design consultant will provide plans, RCP’s, details, fixture schedules, cutsheets, control intent, lighting specifications.
c. Lighting Design consultant will issue all documentation of the lighting system, control intent, and provide space by space LPD calculations to ME Engineers for T24 documentation during all phases of design and construction.
i. Lighting Design Consultant shall be responsible for all photometric calculations for the system in which they are specifying.
ii. Lighting Design consultant shall provide photometric calculation files to ME in AGi32 software format for ME to perform emergency and egress lighting calculations. d. Lighting Design consultant documents will be sealed by the lighting consultant or Architect, if required. e. Lighting Design consultant will accurately model all fixtures in Revit for coordination with other trades and for use by ME for preparation of the circuiting documents. For this purpose, the Lighting Design consultant will prepare linked views in Revit that will be used by ME to develop circuiting plans. f. Lighting Design consultant will review and approve all lighting product submittals and requests for information related to their scope during Construction Administration. g. ME will prepare the circuiting plans based on the information provided by the Lighting Design consultant. h. ME will review lighting product submittals for conformance with the electrical characteristics, voltage, wattage, etc.
7. Fire alarm system will be designed via a performance specification with general device layouts shown on plans. The selected Fire Alarm Contractor will be the “Engineer of Record” and will obtain the permit and plan review.
8. MEP Utility points of connections for the following systems designed by others:
a. Sub-slab and/or perimeter foundation drainage systems b. Food Service Equipment
9. Technology Systems: Planning, design, specifications, and equipment lists for the following systems:
a. Planning and design of equipment rooms to support all building technology systems. b. Acoustics: Provide modeling, analysis and reports for architectural acoustics, noise pollution and impact, noise control, mechanical vibration, and sound isolation. c. AV Systems: AV systems and infrastructure consistent with the project requirements including AV control systems, distributed TV, displays, distributed sound, associated hardware/software and interfaces. d. ICT/Telecom: ICT systems passive infrastructure consistent with the project requirements including raceways, structured cabling system (copper/fiber), terminations and hardware. e. Security Systems: Security systems and infrastructure consistent with the project requirements including raceways, electronic access control, intrusion detection, video surveillance, monitoring and controls. 75 O – Page 611 of 1296
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f. Door hardware is furnished under Division 8. Scope includes c oordination with Division 8 to determine the specific requirements for the door equipment. The conduits, wire pathways, and low-voltage power required for door hardware are included as part of these scope requirements. g. Emergency Responder Radio System (ERRS): Establish system requirements and performance criteria for an ERRS that converges 2-way radio wireless applications for public safety radios (police, fire, and ambulance). Work includes necessary coordination of ERRS with Code Consultant and AHJ to establish system requirements, radio frequencies, and rooms/raceways/cables fire ratings. Division 28 ERRS performance specification will be issued to assist CM/GC in bidding the ERRS scope to design -build integrators. Once under contract, the selected ERRS Vendor will complete wireless survey and modeling, technical design, specifications, coordination, and drawings to be submitted to the design team (for review) and AHJ for approval.
10. Prepare Title24 Energy code compliance documentation, which may include an Title24 compliance model.
Envelope construction information and surface areas will be provided to ME Engineers by the Architect for energy code compliance verification. As Architect of Record, Architect will seal the relevant sections of the energy code compliance statement
11. Production in Revit software in accordance with, and per the limits established by, Exhibit A, “ME Engineers’ BIM Protocols.”
12. LEED® Gold Certification Support for MEP credits.
a. Attend meetings during design to explore system options and credits. b. Develop calculations and fill out forms related to the LEED® credits for which we are responsible. c. Evaluate various LEED® options with LEED® consultant and design team. d. Answer questions and respond to LEED® related issues. e. Attend meetings during construction and answer questions related to LEED® Commissioning.
SCHEMATIC DESIGN PHASE
1. Meet with the architect and design team to fully understand the schedule, scope of our work, design goals, and construction budget.
2. Review alternative systems, which may include sketches for pricing purposes along with a list of advantages and disadvantages. This may include an evaluation of available utilities and existing conditions.
3. Attend necessary meetings and be available for general consultation.
4. Prepare drawings, which will include schematic diagrams, approximate space requirements, and indicate preliminary equipment for the mechanical, electrical, fire protection, plumbing and specialty systems.
5. Prepare a brief narrative, which will include a written system description to establish the scope of work and aid in pricing by others.
6. Confirm design criteria for the MEP systems to be used for Architect and Owner's review and approval.
7. Review independent contractor's budget estimates.
DESIGN DEVELOPMENT PHASE
1. Continue to meet with the Architect, other consultants, and Owner to fully define the nature and scope of work for this part of the project.
2. Meet with representatives from The Building and Fire Departments to determine Code Requirements for the facility. Coordinate with Code Consultant (if applicable) to fully understand unique code implications.
3. Meet with utility providers to understand design requirements, processes, and schedule.
4. Prepare documents to establish and describe the systems to be used in the project based on the results of the schematic design phase. This will include defining materials, major equipment, schedules, and approximate space requirements. General system layouts will be developed for coordination with other disciplines.
5. Prepare a Design Development Narrative to further describe the project criteria.
6. Prepare a draft specification representative of the final specification for the project. This will include relevant sections of our master specification and an initial edit.
7. Review independent contractor's budget estimates.
CONSTRUCTION DOCUMENTS PHASE
1. Plans and specifications will be finalized during this phase for competitive bidding of the MEP systems. The plans will be computerized using Revit. The specifications will be in standard CSI format for inclusion in a project manual.
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2. ME Engineer’s personnel will attend meetings with the design/construct ion team during this phase to support the project.
3. Analyze site and utility data furnished by the Civil Engineer. Coordinate data with utility companies, Architect, and other consultants.
4. Present and review plans and specifications at intermediate completion levels with team to verify the systems and details comply with the Owner’s required criteria.
5. Assist Architect and other consultants in coordinating the MEP work with other divisions of the design documents.
6. Review independent contractor's budget estimates.
BIDDING AND NEGOTIATION PHASE (INCLUDED IN CONSTRUCTION ADMINSTRATION FEE)
1. Make recommendations to Architect and Owner regarding the bids or proposals received.
2. Answer questions and assist in the preparation of addenda deemed necessary by Architect.
CONSTRUCTION ADMINISTRATION PHASE
1. Review of shop drawings, manufacturer's submitted data, and samples furnished by the contractor.
2. Furnish interpretation of the construction documents as requested by Architect to resolve construction and interference conflicts.
3. Review scope components of contractor change orders.
4. Conduct up to 25 site visits by a single member of our staff to observe and report on general compliance with the engineering design documents. After each visit, provide a written report to Architect stating observations regarding compliance with the Contract Documents.
5. Perform a final observation and prepare a checklist (Punch List) of deficiencies or omissions observed. Fee assumes 6 site visits by a single member of our staff will be required to complete the Punch List. Additional visits will be treated as an Add Service.
6. Review of warranties and related documents required by the Contract Documents and assembled by the Contractor.
7. Delivery of record design documents. Development and delivery of As -Built Documents is specifically excluded.
8. Our Construction Administration services include “usual and customary” services. Refer to Optional Enhanced Construction Administration for Optional Services. “Usual and customary” services include:
a. Occasional coordination calls with the Contractor to help resolve specific conflicts. b. Reviewing and responding to RFI’s within the time frames defined by the Specifications. c. Reviewing and commenting on submittals within the time frames and quantity limits defined by the Specifications.
d. Reviewing scope components of contractor change orders. e. Services that exceed these defined “usual and customary” services are subject to additional fees.
PROJECT CLOSEOUT
1. Delivery of record design documents based on contractor markups. Development and delivery of As -Built Documents is specifically excluded.
2. Assist and represent the Client on matters of defective work.
3. Attend a one-year walkthrough and provide a written report of items needing attention.
EXCLUSIONS
The following services are excluded or subject to an additional fee:
1. Renovation, upgrades or other scope of work within the existing facility outside of those scopes identified in the project description.
2. Preparation of documents for multiple bid packages or accommodate bid alternates. Early equipment procurement packages are subject to an additional service.
3. Participation in Value Engineering meetings and/or redesigns after the Construction Documents phase has begun.
4. Computerized analysis of building operations for purposes of comparing system types, projecting system or operation cost, projecting system payback or LEED certification (refer to optional services).
5. Site utilities design beyond 5'-0" of the building.
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6. Design services for temporary systems. The design, construction, inspection, and maintenance of such temporary systems are solely the responsibility of the contractor and/or consultants retained by the contractor under the contract for construction.
7. Design or analysis of External Energy systems, such as geothermal fields, photovoltaic systems, sewage heat extraction systems and similar. These services can be provided for additional fee.
8. Specialty lighting design and digital renderings.
9. Lighting photometric calculations for areas designed by specialty lighting design consultant, including but not limited to entitlement site lighting photometric calculations.
10. Street Lighting Design.
11. Solar studies including daylighting evaluation, glare studies, calculations, modeling, or simulations.
12. Humidification system design.
13. Design of the following Technology Systems are excluded as these systems are typically provided directly by the Owner or specialty Vendor.
a. Computer Equipment and Apps including servers, computer workstations, printers, copy machines, and facsimile, etc. with exception of telecom infrastructure (cables and raceways). b. Electrified Door Hardware design and specification except coordination relative to security system. c. Point-of-sale (POS) Systems including servers, cash register terminals, and printers to support food services and retail operations with exception of telecom infrastructure (cables and raceways). d. Ticketing Systems including servers, cash register terminals, and printers to support ticketing systems with exception of telecom infrastructure (cables and raceways). e. Security Threat and Risk Assessments including assessments, surveys, analysis, reports, and security program development.
f. Software/Mobile Apps development of venue, sports, team, tenants, and/or system specific software/mobile apps for computers, mobile phones, and/or tablets. g. Other Special Equipment including but not limited to bollards, turnstiles, explosive monitoring/detection, body scanners/screening and magnetometers.
14. Attendance at weekly project meetings during construction.
15. Load readings on existing electrical systems.
16. Commissioning of mechanical or electrical systems. To be by owner/3rd party for Enhanced Cx.
17. Analysis associated with local utility demand side management, thermal storage, or other rebate programs feasibility.
18. Using CAD/Revit standards or layering strategy, project specifications or design standards other than ME Engineers in-house standards.
19. Off-site utility provider study and analysis.
20. Underdrain, perimeter drain, and other foundation drainage systems. These systems are designed and documented by the Geotechnical Engineer, Architect, or other specialist.
21. Production of As-Built Documents including tracking or documenting the as -built condition.
22. Unless accepted as an Optional Service, those tasks listed in Optional Services, Enhanced Construction Administration are excluded.
FEE PROPOSAL
The following fee(s) are scheduled for your use. We propose a lump sum fee of $1,330,000 with the allocations as noted below (Note SD % reflects additional effort to include Add Alternate items for that stage only).
MEPF
SD $ 215,000 22%
DD $ 243,750 24%
CD $ 341,250 34%
CA $ 175,500 18%
Closeout $ 19,500 2%
TOTAL $ 995,000 100%
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IT/AV/Security/Acoustics
SD $ 71,000 23%
DD $ 76,250 24%
CD $ 106,750 34%
CA $ 54,900 17%
Closeout $ 6,100 2%
TOTAL $ 315,000 100%
LEED Documentation
SD $ 2,000 10%
DD $ 2,000 10%
CD $ 10,000 50%
CA $ 6,000 30%
TOTAL $ 20,000 100%
OPTIONAL SERVICES
The following optional services are offered for your consideration:
1. Energy Modeling with Green Building (LEED) Rating/Certification Documentation Additional Fee $80,000 Create a whole-building energy model (BEM) of the proposed design to support the design team’s effort to certify the building under any third-party Green Building Certifications or Rating Systems. This model is not for use in the Measurement & Verification of actual performance. a. Includes virtual attendance at early-stage design meetings to review options for energy conservation measures (ECM’s) and strategize energy conservation goals. b. Includes one Schematic Design model identifying target ECM’s and their preliminary effect on the building’s energy use.
c. Includes a dedicated follow up meeting in Schematic Design or early Design Development to present modeling results and findings and help the design team interpret the results in order to proceed with design.
d. Construction Documents Phase activities focus on ensuring that all selected and integrated sustainable design strategies / features have been accurately documented and specified in the construction plans and specifications. Unique construction details will be reviewed, and revisions / suggestions proposed to the design team.
e. Construct the final model for analyzing the final design. Includes one preliminary output run for review with the design team and one final run showing the results of any comments and final modifications. f. As appropriate, complete calculations and necessary documentation for the selected third -party Green Building Certification or Rating System.
g. Respond to any follow-up requirements by the credit reviewing body, as necessary.
FEE CONDITIONS
1. Additional Services
For any additional services not included above, a lump sum fee will be negotiated, or we will be compensated on a time basis at our prevailing hourly rate schedule. 79 O – Page 615 of 1296
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2. Reimbursables
Reimbursable expenses will be billed monthly at cost plus 10% for the following: Long-distance telephone calls; travel costs to the site, including transportation and subsistence; messenger service; express mail; printing costs (except for the normal exchange of drawings during design) for distribution of plans and electronic submittal record copies. We estimate a reimbursable budget of $30,000 will be required. Additional reimbursables may be required if optional services are selected.
3. Schedule and Continuity
Our fee proposal is based on the project running without interruption based on the following schedule. If there are extended delays beyond our control, we would expect to negotiate with you an equitable adjustment of our compensation.
Construction Documents December 31, 2026
Substantial Completion December 31, 2028
TERMS AND CONDITIONS
As per AIA Professional Services Agreement 25Q414 between LMNo2 and City of Palm Springs provided to ME Engineers on 5/21/26
If acceptable, please sign below and return a signed copy to ME Engineers for our records. This proposal, together with all attached Exhibits, will create a binding contract between the parties. We must receive a signed copy of this proposal prior to performing substantial work.
We thank you for this opportunity, and we are looking forward to working with you on this project.
Sincerely,
Brian Unekis, P.E.
Senior Principal
M-E ENGINEERS, INC.
Approved and accepted this _________________ day of _____________________, 202 6.
LMNo2 Joint Venture
By: __________________________________ Title: _______________________________ 80 O – Page 616 of 1296
ME ENGINEERS 2026 HOURLY RATE SCHEDULE
Senior Principal $375/hr.
Principal $335/hr.
Associate Principal $320/hr.
Sr. Associate $295/hr.
Associate $280/hr.
Senior Project Manager $265/hr.
Project Manager $230/hr.
Project Engineer $195/hr.
Engineer $180/hr.
Designer $170/hr.
Sr. BIM Coordinator $160/hr.
BIM Coordinator $155/hr.
CAD Technician $140/hr.
Administrative Staff $130/hr.
An additional 10% cost will be charged on all reimbursable expenses such as travel, rental car, hotel, postage, overnights, long-distance telephone, printing, etc.
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EXHIBIT A
ME ENGINEERS’ BIM PROTOCOLS
The following protocols apply to the production, use of, and limits of the electronic model used by, or created by, ME Engine ers as part of the project Building Information Modeling (BIM) process and specific to the Mechanical, Electrical, Plumbing and Tec hnology (MEPT) systems or This Part of the Project designed by ME Engineers. The definitions, terms and limits, and descriptions herein shall supersede any contract terms and conditions relating to BIM, or BIM Execution Plan, or similar BIM article(s), when applied to ME Engineers, included as part of the Project.
Purpose of the Model
The electronic model is an instrument of service, intended for the production of 2 -Dimensional (2D) Contract Documents via a 3-Dimensional (3D) design and coordination process. ME Engineers may choose to model those elements determined suitable for 3D coor dination. However, the model will not include all elements necessary for complete MEPT systems design and installation nor will it include all elements and req uirements reflected on the 2D Contract Documents, which include the Project drawings and specific ations.
Expectations for Limits of Modeled Elements
The model will be used for coordination between design team members as outlined in the Level of Development section below. At the onset of the Project, the design team will agree on the limits of modeled elements.
Generally, modeled elements will include the following:
1) HVAC: Pipes greater than 3” (nominal size, not including insulation), ductwork modeled at a design level for general design i ntent, equipment, and diffusers, registers, grilles, and louvers.
2) Plumbing: Piping greater than 3” (nominal size, not including insulation), equipment, fixtures. 3) Electrical: Conduit greater than 3”, light fixtures, distribution equipment and panels.
The model will generally not include the following:
1) Flanges, fittings, hangers, pull boxes, seismic restraints, and other assembly data subject to the means and methods of const ruction. 2) Thermostats, sensors, detectors, switches, and other wall/ceiling devices denoted by symbol on the plans. 3) Dampers and duct accessories with some exceptions at the discretion of ME Engineers. 4) Valves and pipe specialties with some exceptions at the discretion of ME Engineers. 5) Specific connections to equipment with some exceptions at the discretion of ME Engineers. 6) Exterior pipe and duct Insulation and interior ductwork liner will not be modeled. 7) Fire Protection systems other than the main piping and components used to develop the performance design 8) Conduit and panels for automated control systems
9) Conduit and devices for Fire Alarm systems
10) Other “performance design” elements will not be modeled 11) Accurate quantities suitable for estimating, construction, or cataloguing. 12) Specific manufacturer information other than where ME Engineers, at its sole discretion, chooses to include such information. 13) Representation or controlling criteria regarding the sequencing of construction. Any such information presented by the model is coincidental. 14) Fully coordinated systems.
Other stipulations:
1) Under no conditions may the model be used for fabrication or quantity take -offs. 2) If the model is forwarded to the Contractor and/or subcontractors, the Contractor and subcontractors may only use the model a s a reference-only model to understand design intent.
As noted herein, the model is an instrument of service. As such, any information contained in the model is subordinate to the printed, 2D Contract Documents. In the case of any conflicts or differences, the 2D Contract Documents are the controlling documen ts.
Level of Development (LOD)
The following LOD descriptions shall apply to the work performed by, and model provided by, ME Engineers These descriptions i nclude the content requirements and associated authorized uses for each progressively detailed LOD. Each subsequent LOD builds on t he previous LOD. The model content requirements apply only to those systems, components, and assemblies ME Engineers chooses to include within the model . The authorized uses noted herein constitute the only allowed uses of the model.
LOD 100
Model Content Requirements. Basic spatial requirements and system concepts used to support the development of the architectural model. Systems and components are not modeled for dimensional or location accuracy.
Authorized Uses. The model may be used to generate 2D drawings representing the design concept. The model may be used by the design team for developing concepts and coordination criteria.
Application. An LOD 100 model will apply to Concept Design and Schematic Design phases.
LOD 200
Model Content Requirements. Model elements are modeled as generalized systems, components, or assemblies with approximate quantities, sizes, shapes, and locations and shall not be considered as “dimensionally accurate.” Non -geometric information may be attached to Model Elements at the sole discretion of ME Engineers While modeled elements are intended to support the coordination process, modeled elements sha ll not be considered coordinated at this LOD.
Authorized Uses. The model may be used to generate 2D drawings representing the status of the design. The model may be used by the design team to coordinate rights-of-way for major system components. The model may be used for clash detection by the design team within the limits of 82 O – Page 618 of 1296
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expectations defined herein.
Application. An LOD 200 model will apply to the Design Development phase.
LOD 300
Model Content Requirements. Model elements are modeled as generalized systems, components, or assemblies with approximate quantities, sizes, shapes, and locations and shall not be considered as “dimensionally accurate.” Non -geometric information may be attached to Model Elements at the sole discretion of ME Engineers At this LOD and at the sole discretion of ME Engineers, specific model elements accurate in t erms of size and shape may be included. These elements may or may not be imported from specific manufacturers in order to defin e a basis of design. Where equipment elements are shown, ME Engineers makes no representation of the accuracy of the elements since any manufactured equipment or component is subject to continual change and alternate manufacturers are typically permitted. While modeled elements are intended to support the coordination process at a more detailed level, modeled elements shall not be considered completely coordinated at this LOD.
Authorized Uses. The model may be used to generate 2D drawings representing the s tatus of the design. The model may be used by the design team to coordinate rights-of-way for major system components, primary system components, and secondary distribution components. The model may be used for clash detection by the design team within the limits of expectations defined herein.
Application. An LOD 300 model will apply to the Contract Document phase.
LOD 400
Model Content Requirements. Model elements are modeled as specific systems, components, or assemblies that are accurate in terms of size, shape, location, and quantity with fabrication, assembly, and detailing information. Non -geometric information may be attached to Model Elements .
Where possible, elements are modeled from actual manufacturer’s data to include information specific to the selected manufact urers.
Authorized Uses. The Contractor may choose to produce an LOD 400 model to generate 2D coordinati on drawings and/or for detailed, 3D installation coordination amongst the construction team. During this process the design model, which is not an LOD 400 model, may be used by the construction team as a reference-only document to help clarify the design intent.
Application. An LOD 400 model will apply to the Shop Drawing and Construction Coordination phases and is the responsibility of the Contrac tor. The Scope of Work for ME Engineers does not include an LOD 400 model.
LOD 500
Model Content Requirements. Model elements are modeled as actual constructed (As -built) systems, components, and assemblies accurate in terms of size, shape, location, and quantity. Non-geometric information including Operation and Maintenance Data and linked submittal data is attac hed to Model Elements where applicable.
Authorized Uses. The model may be used for maintaining, altering, and adding to the Project, but only to the extent consistent with any licens e granted in other binding Agreements or Contracts or in a separate licensing agreement.
Application. An LOD 500 model will apply to the As -Built phase and is the responsibility of the Contractor. The Scope of Work for ME Engineers does not include an LOD 500 model.
Clash Detection
It is expected clash detection will be performed by the design team to aid in design coordination. Due to the limits of avail able software, elements identified as “clashing” may not actually be in conflict and should not be construed as conflicts or errors on the part of the design team. If clash detection will be utilized, an agreement will be made as to what constitutes a “clash” and when resolution of clashes is requ ired. The model is a design tool rather than an installation tool. Therefore, some clashe s are expected and may be left in place where a construction resolution is available.
Insomuch as we do not have complete control over the design, selection of materials, or sequencing of construction for the Pr oject, ME Engineers makes no representation that the model will be “clash -free” or without conflicts requiring resolution by the Co ntractor during the formal production of Shop Drawings and field Coordination Drawings.
Availability of Model
The model will be made available subject to the Terms of the Prime Agreement.
Contractor’s Role
The Contractor is solely responsible for the decisions made for their use of the model. The Contractor is ultimately responsi ble for the complete and coordinated installation of all systems depicted on the Contract Documents, whether or not said systems ar e completely depicted within the model. The model, as an instrument of service, is not intended to dictate means and methods, scheduling requirements, sequencing, or exa ct quantities; these requirements are the sole responsibility of the Contractor.
Integrated Project Teams
When integrated project teams, such as Design/Assist, Design/Build, Lean Design, or CM/GC, are part of the project the terms herein shall still apply.
However, the project team may alter certain aspects of these terms to allow shared roles regarding the development of the model. Any such alterations must be approved by ME Engineers and shall be implemented without additional liability to ME Engineers.
Ownership of Documents
The model, and all documents produced by ME Engineers under this agreement shall remain the property of ME Engineers and may not be used by the Client for any other endeavor without the written consent of ME Engineers 83 O – Page 619 of 1296
Personnel Title
Hourly Rates
TASK TASK NAME Hrs. $ Hrs. $ Hrs. $ Hrs. $ Hrs. $ Hrs. $ Hrs. $ Hrs. $ Hrs. $ Hrs. $ Hrs. $ Hrs. $ Hrs. $ Hrs. $ Hrs. $ 01 Schematic Design
M01 Mechanical 76.0 $ 28,500 $ - $ - $ - $ - $ - 96.0 $ 22,080 87.3 $ 17,030 $ - $ - 24.0 $ 3,840 $ - $ - 10.0 $ 1,300 293.3 $ 72,750 E01 Electrical $ - 95.0 $ 31,825 $ - $ - 130.8 $ 36,635 $ - $ - 126.1 $ 24,580 $ - $ - 48.0 $ 7,680 $ - $ - 20.0 $ 2,600 419.9 $ 103,320 P01 Plumbing/FP $ - $ - 46.3 $ 14,800 $ - 48.0 $ 13,440 $ - $ - 36.4 $ 7,090 $ - $ - 16.0 $ 2,560 $ - $ - 8.0 $ 1,040 154.6 $ 38,930 T01 IT/AV/Acoustics $ - $ - 100.0 $ 32,000 $ - 39.7 $ 11,120 48.0 $ 12,720 $ - 51.4 $ 10,020 $ - $ - 24.0 $ 3,840 $ - $ - 10.0 $ 1,300 273.1 $ 71,000 MEP01 LEED Documentation $ - $ - $ - $ - $ - $ - 8.7 $ 2,000 $ - $ - $ - $ - $ - $ - $ - 8.7 $ 2,000 Sub Total 76.0 $ 28,500 95.0 $ 31,825 146.3 $ 46,800 0.0 $ - 218.6 $ 61,195 48.0 $ 12,720 104.7 $ 24,080 301.1 $ 58,720 0.0 $ - 0.0 $ - 112.0 $ 17,920 0.0 $ - 0.0 $ - 48.0 $ 6,240 1149.6 $ 288,000 02 Design Development
M02 Mechanical 32.0 $ 12,000 $ - $ - $ - $ - $ - 96.0 $ 22,080 193.7 $ 37,763 $ - $ - 72.0 $ 11,520 $ - $ - 15.0 $ 1,950 408.7 $ 85,313 E02 Electrical $ - 40.0 $ 13,400 $ - $ - 128.0 $ 35,840 $ - $ - 234.3 $ 45,695 $ - $ - 144.0 $ 23,040 $ - $ - 30.0 $ 3,900 576.3 $ 121,875 P02 Plumbing/FP $ - $ - 30.0 $ 9,600 $ - 48.0 $ 13,440 $ - $ - 41.7 $ 8,123 $ - $ - 24.0 $ 3,840 $ - $ - 12.0 $ 1,560 155.7 $ 36,563 T02 IT/AV/Acoustics $ - $ - 72.0 $ 23,040 $ - 48.0 $ 13,440 54.0 $ 14,310 $ - 71.3 $ 13,910 $ - $ - 60.0 $ 9,600 $ - $ - 15.0 $ 1,950 320.3 $ 76,250 MEP02 LEED Documentation $ - $ - $ - $ - $ - $ - 8.7 $ 2,000 $ - $ - $ - $ - $ - $ - $ - 8.7 $ 2,000 Sub Total 32.0 $ 12,000 40.0 $ 13,400 102.0 $ 32,640 0.0 $ - 224.0 $ 62,720 54.0 $ 14,310 104.7 $ 24,080 541.0 $ 105,490 0.0 $ - 0.0 $ - 300.0 $ 48,000 0.0 $ - 0.0 $ - 72.0 $ 9,360 1469.7 $ 322,000 03 Construction Documents/Permitting
M03 Mechanical 32.0 $ 12,000 $ - $ - $ - $ - $ - 96.0 $ 22,080 224.5 $ 43,778 124.0 $ 22,320 $ - 96.0 $ 15,360 $ - $ - 30.0 $ 3,900 602.5 $ 119,438 E03 Electrical $ - 40.0 $ 13,400 $ - $ - 128.0 $ 35,840 $ - $ - 270.0 $ 52,655 200.0 $ 36,000 $ - 168.0 $ 26,880 $ - $ - 45.0 $ 5,850 851.0 $ 170,625 P03 Plumbing/FP $ - $ - 30.0 $ 9,600 $ - 68.0 $ 19,040 $ - $ - 60.2 $ 11,748 $ - $ - 48.0 $ 7,680 $ - $ - 24.0 $ 3,120 230.2 $ 51,188 T03 IT/AV/Acoustics $ - $ - 80.0 $ 25,600 $ - 66.0 $ 18,480 72.0 $ 19,080 $ - 137.9 $ 26,900 $ - $ - 84.0 $ 13,440 $ - $ - 25.0 $ 3,250 464.9 $ 106,750 MEP03 LEED Documentation $ - $ - $ - $ - $ - $ - 43.5 $ 10,000 $ - $ - $ - $ - $ - $ - $ - 43.5 $ 10,000 Sub Total 32.0 $ 12,000 40.0 $ 13,400 110.0 $ 35,200 0.0 $ - 262.0 $ 73,360 72.0 $ 19,080 139.5 $ 32,080 692.7 $ 135,080 324.0 $ 58,320 0.0 $ - 396.0 $ 63,360 0.0 $ - 0.0 $ - 124.0 $ 16,120 2192.2 $ 458,000 04 Construction Administration
M04 Mechanical 20.0 $ 7,500 $ - $ - $ - $ - $ - 96.4 $ 22,175 78.0 $ 15,210 $ - $ - 40.0 $ 6,400 $ - $ - 78.0 $ 10,140 312.4 $ 61,425 E04 Electrical $ - 38.0 $ 12,730 $ - $ - 128.0 $ 35,840 $ - $ - 116.1 $ 22,640 $ - $ - 40.0 $ 6,400 $ - $ - 78.0 $ 10,140 400.1 $ 87,750 P04 Plumbing/FP $ - $ - 15.0 $ 4,800 $ - 30.0 $ 8,400 $ - $ - 10.5 $ 2,045 $ - $ - 40.0 $ 6,400 $ - $ - 36.0 $ 4,680 131.5 $ 26,325 T04 IT/AV/Acoustics $ - $ - 40.0 $ 12,800 $ - 32.0 $ 8,960 24.0 $ 6,360 $ - 78.0 $ 15,210 $ - $ - 40.0 $ 6,400 $ - $ - 39.8 $ 5,170 253.8 $ 54,900 MEP04 LEED Documentation $ - $ - $ - $ - $ - $ - 26.1 $ 6,000 $ - $ - $ - $ - $ - $ - $ - 26.1 $ 6,000 Sub Total 20.0 $ 7,500 38.0 $ 12,730 55.0 $ 17,600 0.0 $ - 190.0 $ 53,200 24.0 $ 6,360 122.5 $ 28,175 282.6 $ 55,105 0.0 $ - 0.0 $ - 160.0 $ 25,600 0.0 $ - 0.0 $ - 231.8 $ 30,130 1123.9 $ 236,400 05 Project Closeout
M05 Mechanical $ - $ - $ - $ - $ - $ - 29.7 $ 6,825 $ - $ - $ - $ - $ - $ - $ - 29.7 $ 6,825 E05 Electrical $ - $ - $ - $ - 34.8 $ 9,750 $ - $ - $ - $ - $ - $ - $ - $ - $ - 34.8 $ 9,750 P05 Plumbing/FP $ - $ - $ - $ - 10.4 $ 2,925 $ - $ - $ - $ - $ - $ - $ - $ - $ - 10.4 $ 2,925 T05 IT/AV/Acoustics $ - $ - $ - $ - 21.8 $ 6,100 $ - $ - $ - $ - $ - $ - $ - $ - $ - 21.8 $ 6,100 MEP05 LEED Documentation $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - 0.0 $ - Sub Total 0.0 $ - 0.0 $ - 0.0 $ - 0.0 $ - 67.1 $ 18,775 0.0 $ - 29.7 $ 6,825 0.0 $ - 0.0 $ - 0.0 $ - 0.0 $ - 0.0 $ - 0.0 $ - 0.0 $ - 96.7 $ 25,600 TOTAL FEE 160.0 $ 60,000 213.0 $ 71,355 413.3 $ 132,240 0.0 $ - 961.6 $ 269,250 198.0 $ 52,470 501.0 $ 115,240 1817.4 $ 354,396 324.0 $ 58,320 0.0 $ - 968.0 $ 154,880 0.0 $ - 0.0 $ - 475.8 $ 61,850 6032.1 $ 1,330,000 Optional Fees
EM01 SD - Energy Modeling for LEED $ - $ - $ - 50.0 $ 14,750 $ - $ - 75.0 $ 17,250 $ - $ - $ - $ - $ - $ - $ - 125.0 $ 32,000 EM02 DD - Energy Modeling for LEED $ - $ - $ - 40.0 $ 11,800 $ - $ - 53.0 $ 12,200 $ - $ - $ - $ - $ - $ - $ - 93.0 $ 24,000 EM03 CD - Energy Modeling for LEED $ - $ - $ - 40.0 $ 11,800 $ - $ - 53.0 $ 12,200 $ - $ - $ - $ - $ - $ - $ - 93.0 $ 24,000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - 0.0 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - 0.0 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - 0.0 $ - Sub Total 0.0 $ - 0.0 $ - 0.0 $ - 130.0 $ 38,350 0.0 $ - 0.0 $ - 181.1 $ 41,650 0.0 $ - 0.0 $ - 0.0 $ - 0.0 $ - 0.0 $ - 0.0 $ - 0.0 $ - 311.1 $ 80,000 6/2/2026
ME Engineers, Inc.
Mechanical, Electrical, Plumbing/FP, IT, AV, Acoustics, Energy Modeling for LEED
FEE ESTIMATE WORKSHEET
HOURLY BY TASK LABOR BREAKDOWN
Palm Springs Convention Center
Date
Consultant Name
Discipline Services Provided:
BIM Coordinator CAD Technician
$180 $170 $160 $155 $140
Administrative Staff
$130
Senior Associate TOTAL
$295
Associate
$280
Project Manager
$230
Senior Project
Manager
$265
Project Engineer
$195
Engineer Designer Senior BIM
Coordinator Sr. Principal
$375
Principal
$335
Associate Principal
$320
84 O – Page 620 of 1296
09 June 2026
Pamela Trevithick
Lance O’Donnel
LMNo2 Joint Venture
Re: Palm Springs Convention Center (PSCC) SD-CA / Palm Springs, California, United States We are pleased to submit this proposal for professional services as Lighting Designers for the above Project. This proposal is based on an email received on 15 May 2026, a meeting held on 01 June 2026 and all subsequent communication. We understand the Project to be a renovation and expansion of the existing Convention Center with an estimated budget of $81.36 million. We will work with the team to design a project targeting LEED Gold certification within our Scope of Services.
DESIGN AND CONSTRUCTION SCHEDULE
The Scope of Services and compensation is based on the discussed approximate design and construction schedule as follows:
SCOPE OF WORK
The Scope of Services includes design for the following areas:
Stage 1 – Renovation and Deferred Maintenance
• Main Lobby
• Primrose Ballroom
• Hallway 2 (South Pre Function)
• Mesquite Meeting Rooms
• Smoke Tree Meeting Rooms
• Aqua Caliente Board Rooms
• Restrooms
• Exterior West Canopy Lighting
• Exterior West Plaza Safety Lighting
Stage 2 – Expansion
• East Lobby
• East Meeting Rooms
• Southeast Meeting Rooms
• Outside Breezeway/Open Space Hardscape/Landscape Lighting Phase Duration
SCHEMATIC DESIGN 12 Weeks
DESIGN DEVELOPMENT 15 Weeks
CONSTRUCTION DOCUMENTS 18 Weeks
CONSTRUCTION ADMINISTRATION June 2027 - Dec. 2028
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09 June 2026
SCOPE OF SERVICES
The following professional services and deliverables are included as listed below. The Scope of Services assumes all meetings will occur virtually.
1 SCHEMATIC DESIGN
1.1 Participate in design conferences with the Client, Owner, Architect, and other consultants to discuss project concepts, illumination criteria, project cost guidelines, and schedule parameters.
Meetings: Time for up to six (6) hours of online conferences, including sustainability charrette, during this phase is included in the fee.
1.2 Prepare a Basis of Design outlining recommendations for lighting design for Client approval.
The Report may discuss items for each area type that includes lighting design approach, design criteria, sustainability criteria, target light levels, power densities, color temperature, estimated luminaire budgets, control intent, and may also include diagrams or representative precedent imagery.
1.3 Prepare design studies and analysis for visual tasks to be performed by the occupants and functional requirements for the lighting system.
1.4 Prepare preliminary electric lighting calculations for exterior event areas as required for the planning department submission. Calculations are used as a design tool to study quality and quantity of luminaires only and are not intended to create photo-realistic presentation renderings.
1.5 Prepare a Schematic Lighting Design Package (8-1/2” x 11” or 11” x 17” digital format) with design schemes for each primary area type that includes: sketches, illustrated plans and elevations, imagery and other visual presentation elements required for communication of the lighting design intent within the Design Team.
Deliverables in this phase:
• One (1) issuance of the Basis of Design Report
• One (1) issuance of the Lighting Calculations Report
• Up to two (2) issuances of the Schematic Lighting Design Package 2 DESIGN DEVELOPMENT
2.1 Participate in design conferences with the Client, Owner, Architect, and other consultants.
Meetings: Time for up to eight (8) hours of online conferences during this phase is included in the fee.
2.2 Prepare updated electric lighting calculations for typical representative space types as required for in-house verification of design concepts. Calculations are used as a design tool to study quality and quantity of luminaires only and are not intended to create photo-realistic presentation renderings.
2.3 Prepare preliminary design and layouts of proposed luminaires by the creation of an Autodesk Revit lighting model (LOD 200) based on electronic Revit backgrounds provided by the Architect when ceiling information has been sufficiently resolved (heights and types of ceilings).
2.4 Prepare a preliminary Luminaire Schedule (single-name specification), Product Data Sheets, and sketch recommendations for architectural mounting details. 86 O – Page 622 of 1296
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09 June 2026
2.5 Assist with establishing allowances or budgetary probable costs (material cost only) of specified luminaires for preparation of a preliminary cost estimate by the Contractor/Cost Estimator.
2.6 Assist with confirmation of compliance with the maximum allowable connected load for luminaires as dictated by the lighting section of applicable energy code. A summary of lighting power density (LPD) by space type will be provided.
2.7 Prepare a preliminary Control Intent Narrative and/or Zoning Diagrams for zoning and lighting controls performance for spaces where specialized lighting controls or zoning are within Scope of Work or for spaces which exceed the minimum lighting controls code requirements.
2.8 Prepare reviews and comments on the Design Development documents prepared by the Architect and their Consultants for conformance with the lighting design intent.
Deliverables in this phase:
• Up to two (2) issuances of Luminaire Layouts
• Up to two (2) issuances of the Luminaire Schedule and Product Data Sheets Package • One (1) issuance of the Luminaire Budget
• One (1) issuance of a summary of lighting power density (LPD) by space type will be provided
• One (1) issuance of preliminary Control Intent Narrative and/or Zoning Diagrams • One (1) issuance of reviews and comments on Design Development documents 3 CONSTRUCTION DOCUMENTS & BIDDING
3.1 Participate in conferences with the Client, Owner, Architect, and other consultants.
Meetings: Time for up to ten (10) hours of online conferences during this phase is included in the fee.
3.2 Assist with the coordination of the lighting design with the architectural and electrical design.
3.3 Prepare updated layouts of proposed luminaires within the Autodesk Revit lighting model (LOD 300).
3.4 Prepare an updated Luminaire Schedule (single-name specification), Product Data Sheets, and sketch recommendations for architectural mounting details.
3.5 Prepare general specification Section 26 5113 Architectural Luminaires, Sources, and Components for the architectural luminaires (in CSI format).
3.6 Prepare updated Lighting Control Intent Zoning Diagrams in coordination with the electrical engineer.
3.7 Prepare an updated Lighting Control Narrative for inclusion as an appendix in the specifications in coordination with the electrical engineer.
3.8 Assist with the evaluation of a cost estimate (material cost only) prepared by the Contractor/Cost Estimator for specified luminaires.
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09 June 2026
3.9 Assist with confirmation of compliance with the maximum allowable connected load for luminaires as required by the lighting section of applicable energy code. This information will be provided to the Architect, Electrical Engineer, or Energy Modeler in the form of an Energy Code Lighting Report or input watts for each luminaire.
3.10 Prepare reviews and comments on the Construction Documents prepared by the Architect and their Consultants for conformance with the lighting design intent.
3.11 Respond to Requests for Information/Clarification from prospective Contractors. Up to four (4) hours of response is included in the fee.
3.12 Assist the Client in evaluating bids for specified lighting equipment.
Deliverables in this phase:
• Up to two (2) issuances of Luminaire Layouts
• Up to two (2) issuances of the Luminaire Schedule and Product Data Sheets Package • Up to two (2) issuances of Architectural Luminaire Specification Section 26 5113 • One (1) issuance of Final Control Intent Zoning Diagrams • One (1) issuance of Final Control Intent Narrative
• One (1) issuance of written responses to the Cost Estimate • One (1) issuance of reviews and comments on Construction Documents • Written responses to RFIs
• One (1) issuance of written responses to the Bid Package 4 CONSTRUCTION ADMINISTRATION AND PROJECT CLOSEOUT
4.1 Participate in conferences with the Contractor, Client, Owner, Architect, and other consultants.
Meetings: Time for up to eight (8) hours of online conferences during this phase is included in the fee.
4.2 Respond to Request for Information/Clarification during construction. Time for ten (10) hours of response is included in the fee.
4.3 Review submittals for specified lighting equipment. Time for up to two (2) review(s) of submittals per luminaire type is included in the fee.
4.4 Participate in the review of the completed luminaire installation, including observation of focusing of adjustable luminaires. Time for up to two (2) two-day trips to the Project site is included in the fee. The Electrical Contractor will supply personnel and all equipment to perform this work after dark and in compliance with local laws and union agreements.
4.5 Participate in the setting of light levels and/or programming of lighting scenes in conjunction with the lighting controls manufacturer representative after system startup and commissioning are complete. Time for visit to the Project site is included in 4.4 above.
4.6 Prepare written Site Observation Report(s) summarizing the conditions found during the site observation. NOTE: This proposal assumes that the Commissioning Agent is responsible for recording and supplying the Owner with all final calibration settings of the lighting controls system.
4.7 Prepare reviews and comments on the Record Drawings or As-Built Documentation prepared by the Contractor. Time for four (4) hours of review is included in the fee. 88 O – Page 624 of 1296
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09 June 2026
4.8 Review of Operations and Maintenance Manual as prepared by the Electrical Contractor for the lighting portion of the Project. Time for up to four (4) hours of review is included in the fee.
Deliverables in this phase:
• Written responses to RFIs
• Review of Submittals
• Written Site Observation Report(s)
• Review of Record Drawings or As-Built Documentation
• Review of Operations and Maintenance Manual
BIM COLLABORATION PROTOCOLS
1. The BIM model(s) shall be created and delivered to the Lighting Designer in Autodesk Revit.
2. The Lighting Designer will provide luminaire layouts as a Revit linked model for incorporation into the architectural model for reference by the Architect and Electrical Engineer.
3. The modeled deliverables provided by the Lighting Designer shall be graphically represented within the model to the Level of Development (as defined by 2024 BIMForum LOD specification) per phase as noted in the matrix below:
a. Level of Development 200: The Model Element is graphically represented within the Model as a generic system, object, or assembly with approximate quantities, size, shape, location, and orientation. Model content is limited to show design and intent of the lighting system. b. Level of Development 300: The Model Element is graphically represented within the Model as a specific system, object, or assembly in terms of quantity, size, shape, location, and orientation. Approximate spacing and location for supports and seismic control and allowances for access or code clearances shall be the responsibility of the installation Contractor. Model content is limited to show design and intent of the lighting system. c. Level of Development 350: The Model Element is graphically represented within the Model as the design specified system, object, or assembly in terms of quantity, size, shape, location, and orientation. Actual spacing and location for supports and seismic control and allowances for access or code clearances shall be the responsibility of the installation Contractor. d. Level of Development 400: The Model Element is graphically represented within the Model as the design specified system, object, or assembly in terms of size, shape, location, quantity, and orientation with detailing, fabrication, assembly, and installation information. Final coordination shall be the responsibility of the installation Contractor.
Phase Level of Development Lighting
Package Delivery
Frequency*
ACC** Model
Sharing Frequency
Schematic Design N/A N/A N/A
Design
Development 200 Milestone Milestone
Construction
Documents 300 Milestone Milestone
Construction
Administration and
Project Closeout
N/A N/A N/A
*Deliverables including BIM Model
**Autodesk Construction Cloud
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09 June 2026
4. An increased Level of Development (LOD) for the lighting BIM model, as outlined in the table above may be provided as an Additional Service.
5. BIM lighting model exchanges will be provided as outlined in the table above. BIM model exchanges beyond the frequency listed and in addition to the milestone issuances listed in the Scope of Services may be provided as an Additional Service.
6. Live model sharing is intended for coordination purposes only and must adhere to established access controls, change tracking, and periodic review protocols. The model should be considered a work-in-progress and should not be used as a final reference without confirmation of its status.
7. The BIM model may be utilized for coordination purposes only. It will serve as a tool to support design alignment and integration but will not include detailed modeling or documentation.
8. BIM model updates are not included during the Construction Administration phase but may be provided upon request as Additional Services.
9. Inclusion of manufacturer-specific luminaire families, IES photometry files, parametric detailing, design visualizations or renderings, and integration of energy data into the Revit model are excluded from the Scope of Services but may be provided as an Additional Service.
10. Detection or identification of cross-discipline clashes in the Revit model are not performed by the Lighting Designer. Review of clash detection reports by others is excluded from the Scope of Services.
11. If requested by the Owner or Client, the lighting BIM model may be transferred at the conclusion of the scope outlined in the Scope of Service above, subject to the execution of a BIM/Revit release form. Prior to transfer, the model will be cleaned and prepared to ensure clarity and usability. This handoff is contingent upon the Owner’s request and acceptance of the specified terms.
12. HLB Revit models will be hosted on the LMN/o2 JV Autodesk Construction Cloud site and set to publish on a weekly basis, frequency of Lighting updates to be agreed upon for effectiveness and efficiency when design solutions are resolved.
EXCLUDED SCOPE OF WORK
The following scope areas are not included in this proposal and may be provided by the Lighting Designer as additional services if requested:
• Core & Shell areas
• Laundry rooms
• Elevator cabs
• Egress stairwells
• Electrical, mechanical, telephone, IDF,
and MDF rooms
• Storage, trash, and janitorial rooms
• Commercial kitchens
• Parking garages and lots
• Public streets, roadways, highways,
including driveway entrances occurring
in the public right-of-way
• Storage or service yards and loading
docks
• Water features, pools, and spas
• Internally illuminated signs
• Monuments and statuary
• Outdoor lighting for special effects
• Temporary outdoor lighting
• Lighting related to off-site
improvements
• Lighting for green/living walls
• Light art installations
• Lighting integrated into display cases
• Studio lighting for film or photography
• Lighting for theatrical or other live
performances, and rigging
• Walk-in freezers or refrigerated cases
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09 June 2026
EXCLUDED SERVICES
1. The following services are not provided by the Lighting Designer:
• Emergency, egress, exit lighting, and exit sign design and calculations • Comparative life-cycle cost analysis for electric lighting systems • Design of any structural engineering details such as light pole bases, electrical equipment suspension, seismic bracing, and other supports, which require the review and approval of a licensed engineer
• Traffic signage lighting
2. The following services are assumed to be provided by the Electrical Engineer:
• Emergency, egress, exit lighting, and exit sign design and calculations • Lighting layouts and specifications for areas not listed in the Scope of Work above • Lighting controls system design, layout, and specifications • California Title 24 energy code calculations and compliance documentation. (HLB to provide LPD summary)
• Energy code calculations and compliance documentation • Services normally within the scope of the Electrical Engineering discipline
COMPENSATION FOR PROFESSIONAL SERVICES
The Scope of Services listed herein will be provided as a fixed fee to be billed on a percent complete basis as follows:
PHASE FEE
Schematic Design $36,250
Design Development $67,750
Construction Documents $58,500
Construction Administration and Project
Closeout $29,500
TOTAL $192,000
Travel Reimbursable Expenses $4,500
ADDITIONAL SERVICES FEE
Control System Technical Design, Layout,
and Specification $55,500
Assistance with Custom Luminaire Design
and Documentation
$5,000 to
$25,000
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09 June 2026
The proposal assumes all areas of the Project will be authorized and will proceed on a concurrent schedule. If areas or issuances of documents for the Project are not authorized or proceed on a nonconcurrent schedule, the proposal will be subject to further negotiation.
Invoices will be submitted monthly and will be payable within thirty (30) calendar days after the invoice date.
Additional time spent in out-of-town travel other than as listed in the Scope of Services above, is not included in the fixed fee and will be billed on a time and expense basis according to HLB’s standard hourly rates.
SALES TAX
Sales tax laws vary by geography and local government. If sales taxes apply to your jurisdiction, they will be charged to the Project in addition to the fees described in this proposal.
HOURLY RATES
Should Additional Services be required beyond the Scope of Services included in this proposal, they will be invoiced on a time and expense basis at HLB’s hourly rates, adjusted annually on October 1st for salary increases, during the life of the Project.
Senior Principals $383 per hour Associates $242 per hour Principals $373 per hour Senior Designers $215 per hour Associate Principals $362 per hour Designers $189 per hour Senior Directors $352 per hour Design Assistants $158 per hour Directors $326 per hour Design Interns $125 per hour
Associate Directors $299 per hour BIM Coordinators/Drafters $142 to $305 per hour Senior Associates $268 per hour Administrative $95 to $158 per hour
REIMBURSABLE EXPENSES
Reimbursable expenses shall be invoiced above and beyond all fees for professional services at cost times a multiplier of 1.10. Receipts will be provided with each invoice. Reimbursable items shall be as follows:
1. Reproductions will be billed at cost plus the multiplier.
2. Local travel expenses including but not limited to: parking, taxis, ride sharing (including surcharges), public transportation, and tolls.
3. Out of town travel expenses, including but not limited to: airfare, lodging, meals, airport parking, and car rental.
4. Overnight delivery, handling, and postage charges.
5. Local delivery, handling, and postage charges.
6. Automobile mileage required to meet Project meeting requirements and site visit requirements.
The rate used will be the current IRS standard mileage rate.
7. Fees and charges for Client, Owner or Contractor hosted software platforms, programs, or documents the Lighting Designer is required to use by the Client, Owner, or Contractor for the development of this Project.
8. Costs to obtain product samples, mock-up materials, and all approved equipment used exclusively in the development of this Project.
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ADDITIONAL SERVICES
The following services may be provided as Additional Services that may arise as the Project proceeds.
Upon recognizing the need to perform Additional Services, written authorization from the Client will be required to proceed.
1. Attendance or participation in conferences beyond those indicated in the Scope of Services.
2. Preparation of specialized 2D and 3D renderings or other visual presentation elements not noted in the Scope of Services.
3. Preparation of studies, analysis, or documentation for Environmental Impact Report (EIR) submissions.
4. Preparation of documentation or attendance at public hearings or meetings related to Entitlements.
5. Daylighting Services to study illumination and visual comfort in daylighted spaces to enable a holistic integration and control of natural and electrical light.
6. Advanced Revit services, including the creation of custom luminaire families, luminaire schedules, specifications, design visualization or renderings, and inclusion of energy data or .IES files.
7. Preparation of drawing sheets with a Project title block provided by the Client for incorporation into a drawing set for issuance.
8. Fully dimensioned luminaire layout plans.
9. Preparation of a multiple-name luminaire specification.
10. Preparation of annotated Product Data Sheets.
11. Time for the selection of decorative luminaires beyond four (4) hours of time that is assumed to be included in the base Scope of Services.
12. Design and development of custom luminaires, testing, and evaluation of prototypes.
13. Preparation of compliance documentation for LEED Certification is an additional service. Design of lighting systems to comply with LEED Gold is included in the scope of services above.
14. WELL Certification design and/or preparation of compliance documentation.
15. Research, analysis, and design of germicidal lighting solutions with UV technology and controls.
16. Analysis and calculations associated with Light Trespass for new and existing conditions including community meetings, presentations, and site lighting survey of surrounding neighborhood.
17. Preparation of electric lighting point-by-point calculations in electronic (.dwg or .pdf) format for review by the Client, Owner, Contractor, other Consultants or Authorities Having Jurisdiction over the Project.
18. Lighting control system design, layout, and specification.
19. Architectural Lighting Controls Specification Section 26 0923, including full zoning, load schedules, equipment schedules, and product data sheets.
20. Preparation of Lighting Control Device Schedules.
21. Preparation and coordination of DMX Address Schedules for factory addressing of luminaires by the luminaire manufacturer(s).
22. Design and commissioning of addressable Internet of Things (IoT), Power over Ethernet (PoE), dynamic, or Smart lighting controls systems.
23. Preparation of additional issuances of drawings, specifications, or other documents beyond those indicated in the Scope of Services.
24. Preparation of revisions of drawings, specifications, or other documents when such revisions are required by changes to previously approved design criteria.
25. Preparation of additional studies of designed areas as a result of design changes during the Design Development and Construction Documents phases or between submitted packages. 93 O – Page 629 of 1296
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LMN/O2 Architects
09 June 2026
26. Preparation of additional or out of sequence issuances of documents, addenda, attendance at "page-turning" meetings, pre-bid or post-bid conferences or walk-throughs.
27. Value Engineering and/or redesign services if construction cost estimate for lighting equipment is within project budget for lighting equipment.
28. Preparation of documentation compliance as related to the lighting for public utility rebate programs.
29. Design, observation of construction, testing, and evaluation of full-scale mock-ups.
30. Review and testing of luminaire and/or lighting controls system substitutions proposed by others in our lighting laboratory, on site, or at the manufacturer's facilities.
31. Assistance with coordination of lighting equipment orders and deliveries from manufacturers.
32. Coordination or design of lighting in media walls, custom LED applications, internally illuminated signage, photovoltaics, or other specialized applications or special effects.
33. Design and specification of lighting for growth and/or maintenance of trees and other plantings.
34. Lighting for theatrical, televised broadcast, filming, video-taping or other production functions.
35. Preparation of responses to lighting-related plan review comments by Authorities Having Jurisdiction over the Project.
36. Revisions to Construction Documents when such revisions are:
a. Imposed by plan review comments, health department comments, or landlord or developer comments, which are not consistent with applicable standard building codes. b. Inconsistent with approvals or instructions previously given by the Client. c. Required by newly enacted or revised codes and regulations after the Construction Documents have been prepared.
d. Required by the acts or omissions of the Client, Owner, or another Consultant.
37. Responses to Contractor RFIs where such information is available to the Contractor through research and comparison of the Construction Documents, field conditions, Owner provided information, Contractor prepared coordination drawings, submittals or prior project correspondence or documentation.
38. Submittal reviews beyond the number listed in the Scope of Services.
39. Review of Owner or Contractor proposed substitutions beyond the base Scope of Services.
40. Review of Change Orders.
41. Back punching or sign-off of lighting punch-list items.
42. Focusing diagrams for adjustable luminaires on backgrounds provided by the Architect.
43. Owners’ Operations Manual for the building maintenance personnel.
44. Supplemental maintenance manual, including the calibration settings for all controls and recommended schedules for cleaning. This does not include detailed source, luminaire, and controls literature for installed products, since that will be provided by the Electrical Contractor in the O&M manuals required by our high-performance specifications.
45. Review of Operations and Maintenance Manual as created by the Electrical Contractor for the lighting portion of the project.
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09 June 2026
We trust the above meets with your approval and would appreciate your signing a copy of this proposal and returning it to us at your earliest convenience. The returned copy will serve as our authorization to proceed.
ACCEPTED BY:
Horton Lees Brogden Lighting Design Inc. LMN/O2 Architects
SIGNATURE SIGNATURE
Teal Brogden, FIALD, MIES, LC
NAME NAME
Senior Principal | President
TITLE TITLE
09 June 2026
DATE DATE
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ROLE SR. PRINCIPALS SR. ASSOCIATES ASSOCIATES DESIGNERS $383.00 $268.00 $242.00 $189.00
PHASE HOURS HOURS HOURS HOURS TOTAL / PHASE
SCHEMATIC DESIGN 15 44 44 44 $36,250
DESIGN DEVELOPMENT 27 82 82 82 $67,750
CONSTRUCTION DOCUMENTS 24 71 71 71 $58,500
CONSTRUCTION ADMINISTRATION AND PROJECT CLOSEOUT 12 36 36 36 $29,500 SUBTOTAL 78 233 233 233 $192,000
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PROPOSAL/AGREEMENT
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 1 THIS PROPOSAL/AGREEMENT made as of
REV: June 24, 2026
Date: June 2, 2026
Between: LMNo2 JOINT VENTURE
801 2nd Ave 501
Seattle, WA 98104
Contact: Ms. Pamela Trevithick, AIA, NCARB, LEED AP BD+C & Lance O’Donnell Phone: 206 682 3460
Email: [email protected]
(hereinafter referred to as “Client”)
And: RICCA DESIGN STUDIOS
5613 DTC Parkway, Suite 100
Greenwood Village, CO 80111
Contact: Jeremy Carver
Title Principal
Cell: 213.915.8783
Email: [email protected]
or
Contact: Jennifer Patterson
Title: Marketing Director
Phone: 303.221.0500
Fax: 303.221.0600
Email: [email protected]
(hereinafter referred to as “Consultant” or “Ricca”)
For the following Project: RICCA PROJECT #26090.F01
PALM SPRINGS CONVENTION CENTER
Culinary Design
Palm Springs, CA
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RICCA DESIGN STUDIOS PROPOSAL TO: LMN 02 JOINT VENTURE RE: PSCC - DESIGN DATE: 6.24.26
CULINARY DESIGN
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 2 CULINARY DESIGN - SCOPE OF WORK
Ricca Design Studios (Ricca) proposes to provide culinary design services for the Palm Springs Convention Center (PSCC) project, located in Palm Springs, CA. Based on Ricca’s involvement in Stage 0 Programming/Concept Design and plans from the Stage 0 Report dated 5.22.26, Ricca understands the scope of work to include foodservice design for the below scope areas. Ricca has provided fees for Food & Beverage spaces in this proposal.
Each of the two options shall be evaluated by PSCC Stakeholders and PSCC Stakeholders to determine approach on one option prior to proceeding with Design Development. Ricca reserves the right to revisit the Design Development through Closeout fees to accurately reflect the selected scope option:
Option 1: Kitchen Renovation (replace like for like)
- Phase 1: Retherm Pantry A
- Phase 2: Main Kitchen
- Phase 2: Retherm Pantry C
- Add Alt: Retherm Pantry B
Option 2: Kitchen Relocation
- Phase 1: New North Kitchen
- Phase 1: New F&B Dock
- Phase 1: Bev/Bussing Stations
- Phase 1: Central Beverage Storage
- Phase 2: Renovated South Kitchen
- Future: Bussing Stations
- Future: Beverage/Bussing
- Future: New Staging Pantry
1.0 CULINARY DESIGN - SCOPE OF SERVICES
Ricca Design Studios will provide the following professional culinary design Scope of Services:
1.0.1 Program Confirmation
With the Client and design team, Ricca will review and/or clarify issued functional goals and objectives, design capacities, space allocations, culinary design briefs, overall operational approaches, schedules, and budget parameters. Ricca will also review preliminary architectural plans and make recommendations to refine and finalize current plans.
1.1 SCHEMATIC DESIGN PHASE
Upon completion of Program Confirmation, Ricca will prepare a schematic plan in digital form providing the location and identification of foodservice elements and equipment while showing critical adjacencies all in preliminary form indicating the flow of personnel and goods. Plans will then be amended as necessary to obtain final approval of the Client and design team.
1.1.1 Foodservice Guidelines for Architects and Engineers Ricca will submit Foodservice Guidelines for Architects and Engineers for the design team’s use in coordinating with foodservice equipment needs and for developing supporting building systems. These Guidelines are based on typical design considerations and best practices within the foodservice industry.
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RICCA DESIGN STUDIOS PROPOSAL TO: LMN 02 JOINT VENTURE RE: PSCC - DESIGN DATE: 6.24.26
CULINARY DESIGN
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 3 1.1.2 Preliminary Equipment Cost Estimate
Ricca will prepare and submit for approval, an order-of-magnitude foodservice equipment cost estimate. This will be based on the project’s space program, schematic plan(s), industry-standard space allocation pricing, current pricing conditions, and our professional experience.
1.1.3 Preliminary Utility Loads
Based on the approved schematic design plan, Ricca will prepare bulk MEP utility loads by area for use by the design team’s engineers in developing applicable major system utility requirements.
1.1.4 Schematic Design Submittal
Ricca will submit final schematic design documents - as noted above - to the Client for final approval before proceeding to the next phase.
1.2 DESIGN DEVELOPMENT PHASE
Upon written approval of the issued schematic design documents, Ricca will proceed with design development phase design, coordination, and documentation that includes the following:
1.2.1 Operator/End-User Equipment Selection and Review Charrette Upon request, Ricca will conduct a design charrette for a detailed examination of plans, sketches, and manufacturer brochures required to obtain final comments and adjustments by the design team.
1.2.2 Foodservice Equipment Plans
Ricca will generate scaled 1/8” (1:100) or 1/4" (1:50) equipment plans that provide the location and identification of all equipment and component systems. These plans will include adequate detail for recognition of equipment, as well as a coordinated schedule that will contain equipment item numbers, quantities, and descriptions. These progress drawings will be prepared in digital form and will show sufficient detail for review and approval by the Client, design team and governing agencies.
1.2.3 Equipment Manufacturer Data Book
Ricca will draft a foodservice equipment data book for review and final approval by the Client. Data sheets will be marked to include identification of manufacturer, model number, utility requirements and selected options/accessories. The approved data sheets will become the basis for next-phase written equipment specifications.
1.2.4 Equipment Estimates of Probable Costs
Ricca will provide an itemized estimate of probable costs for foodservice equipment reflecting the finalized design development equipment plans for approval by the Client.
1.2.5 Itemized Utility Loads
Ricca will develop itemized MEP utility loads/values reflecting the finalized design development equipment plans. These loads will be keyed to the equipment list, floor plans, and foodservice equipment brochures defining utility requirements for each piece of foodservice equipment. 99 O – Page 635 of 1296
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CULINARY DESIGN
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 4 1.2.6 Exhaust Hood Requirements
Ricca will provide preliminary exhaust hood locations, sizing and specifications to the project architects and engineers. Documents related to exhaust hoods are limited to 1) exhaust and supply duct connection sizes; 2) CFM requirements; and 3) static pressure. It is the responsibility of the assigned project engineers to design and document all building mechanical systems, including sequencing, and supporting the exhaust hoods in a balanced and fully functional manner.
1.2.7 Supplemental Drawings
Ricca will provide preliminary supplemental drawings that detail engineered foodservice equipment systems such as a walk-in refrigeration box, and a refrigeration rack system (where appropriate) when specified as a part of the foodservice equipment package.
1.2.8 Design Development Submittal
Ricca will submit final design development documents -- as noted above -- to the Client for final approval before proceeding to the next phase.
1.3 CONSTRUCTION DOCUMENTS PHASE
Upon written approval of issued design development documents, Ricca will coordinate and prepare construction documentation for solicitation of valid foodservice equipment bids as follows:
1.3.1 Final 1/4" (1:50) Scale Equipment Plans
Ricca will generate final 1/4" (1:50) scale equipment plans (based on dimensioned architectural, interior design and engineering plans provided to Ricca as background for work within its scope) identifying equipment and component systems approved for use on this project. These plans will include adequate detail for recognition of equipment, as well as a schedule that will include the item number, quantity, and a brief description.
1.3.2 Building Conditions Plans
Ricca will provide building conditions plans that identify building requirements to accommodate foodservice equipment, such as slab depressions, critical clearances, conduit, or sleeve locations, raised pads, unique load-bearing requirements, floor troughs and floor penetrations.
1.3.3 Plumbing/Electrical Connection Plans
Ricca will provide plumbing and electrical connection plans that identify size and connection points for water, gas, steam, drains, electrical and other utilities required for the foodservice equipment within our scope of work.
1.3.4 Exhaust Hood Requirements
Ricca will provide finalized exhaust hood locations, sizing and specifications to the project architects and engineers. Documents related to exhaust hoods are limited to 1) exhaust and supply duct connection sizes; 2) CFM requirements; and 3) static pressure. It is the responsibility of the assigned project engineers to design and document all building mechanical systems, including sequencing, and supporting the exhaust hoods in a balanced and fully functional manner. 100
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RICCA DESIGN STUDIOS PROPOSAL TO: LMN 02 JOINT VENTURE RE: PSCC - DESIGN DATE: 6.24.26
CULINARY DESIGN
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 5 1.3.5 Specifications for Bid
Ricca will write specifications for bid covering all equipment to be installed within Consultant's scope of work to be included in the overall project bid set. These documents will include foodservice general conditions and comprehensive itemized descriptions for all equipment. NOTE: Ricca’s specifications are written in typical CIS standard format with general conditions referencing current codes and industry standard processes.
1.3.6 Foodservice Equipment Elevations/Sections
Ricca will provide foodservice equipment elevations/sections at 1/2” (1:25) = 1’-0” (1:1) scale as required for Client review of all major areas. These elevations will include both manufactured and custom fabricated equipment items - excluding front-of-house decorative finishes/millwork - that is typically detailed by the assigned interior design professional.
1.3.7 Standard Fabrication Details
Ricca will generate standard fabrication details for use by the awarded Kitchen Equipment Contractor (KEC) for bidding and development of shop drawing submittals. These details are prepared for designintent only and are not for use by the fabricator as shop and/or construction details
1.3.8 Dimensioned Floor Penetrations
While typically provided by the KEC, Ricca will provide dimensioned sleeve penetration plans for conduit and waste piping from center line of structural steel drawings when requested.
1.3.9 Supplemental Drawings
Ricca will provide finalized supplemental drawings that detail engineered foodservice equipment systems such as walk-in refrigeration box and a refrigeration rack system (where appropriate) when specified as a part of the foodservice equipment.
1.3.10 Equipment Estimates of Probable Costs
Ricca will prepare an itemized estimate of probable costs for foodservice equipment reflecting the finalized construction document equipment plans for approval by the Client.
1.3.11 Regulatory Agency Reviews
Ricca will assist its Client and A/E team in their responsibility for preparing documents required for approval by health department/hygiene authorities having jurisdiction over the project. Such assistance will include copies of construction documents and clarification of any questions regarding equipment within its scope of work. As a result of the Client’s submittal, any modifications to the foodservice equipment plans required by such authorities will be provided at no additional fee provided this submittal occurs prior to the assignment of contract to KEC.
1.3.12 Addenda
Ricca will prepare and issue required addenda during contractor bidding that can include, but may not be limited to, supplementary drawings and/or specifications. 101
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RICCA DESIGN STUDIOS PROPOSAL TO: LMN 02 JOINT VENTURE RE: PSCC - DESIGN DATE: 6.24.26
CULINARY DESIGN
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 6 1.3.13 Bid Assistance and Review
Upon request, Ricca will submit a list of foodservice contractors/bidders for Client’s use in bid issuance.
Upon receipt of bids, Ricca will assist the Client in a line-item review of all foodservice equipment bids.
Ricca will also review and respond to alternates submitted during bidding.
1.3.14 Post-Bid Services
After construction documents are completed and approved, any coordination with bidding subcontractors is included in Basic Services. However, any post-bid document revisions resulting from equipment substitutions would be the responsibility of the KEC.
1.4 CONSTRUCTION ADMINISTRATION PHASE
Ricca will assist the Architect and provide the following services for the administration of the foodservice contract documents. For expanded on-site foodservice contract administration services, see additional services (3.0).
1.4.1 Shop Drawing Review
Ricca will review contractor submittals within the scope of its work with the Client, Operator and awarded Kitchen Equipment Contractor in order-to validate conformance to the construction documents and design intent.
1.4.2 Requests for Information
Ricca will review and respond to RFIs. This may include coordination and clarification of construction documents, submittals and/or field conditions. All requests for information regarding foodservice equipment and installation will be answered in a timely manner.
1.4.3 Site Inspections
Ricca will conduct a site inspection after all areas within the foodservice scope of work have been roughed-in, walk-in boxes are installed, and exhaust canopies are hung as applicable. Ricca will conduct a preliminary, and then a final site inspection, where required after all areas within the scope of work are completed and are ready for occupation, following contractor certification of readiness. This will include an inspection of all foodservice equipment specified under Ricca’s construction documents, as well as a review of related architectural, mechanical, plumbing, and electrical work to determine that the installation is in accordance with Ricca’s construction documents and local health/hygiene codes. Ricca will prepare and issue a written site inspection report noting discrepancies and recommendations for remedy after each visit.
1.5 CLOSEOUT PHASE
1.5.1 Post-Construction Record Drawings
Based on the General Contractor field redlines, Ricca can provide a final set of foodservice postconstruction record drawings indicating all changes made to construction documents throughout the construction and installation phases. This includes all changes to equipment resulting from RFIs, change orders, Client directives and value management exercises. 102
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CULINARY DESIGN
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 7 2.0 BIM LEVEL OF DEVELOPMENT (LOD)
Ricca Design Studios Revit documentation conforms with LOD 200-400 as defined by BIM Forum 2020, Section E1030.80 21-05 Foodservice Equipment, in the following manner:
LOD 200 – Design Development
Foodservice equipment will be graphically represented within the model as a generic system, object, or assembly and are easily recognizable based on their function, size, and critical clearance requirements.
No individual cost metric will be included in the Revit family, but rather will be provided in a file format separate from the model and coordinated to the tagged model. BIMXP design performance standards are not included in Foodservice documentation.
LOD 300 – Construction Documents
Foodservice equipment will be graphically represented within the Building Information Model as a specific system, object, or assembly accurate in terms of quantity, size, shape, critical clearances, location, and orientation. Utility requirements at the connection will be provided in text format. All pathway design between foodservice equipment, such as refrigeration piping, beverage systems, central CO2/oils, ductwork, or any other such equipment, is not included in Ricca plans and are the responsibility of the MEP engineers. Non-graphic information may also be attached to the Model Element at this level of development. The project origin is defined, and the element is located accurately with respect to the project origin. However, no individual cost metric will be included in the Revit family, but rather provided separately from the model as tagged. No serial numbers or asset management parameters will be included.
LOD 400 – Construction Documents– Supplementary Components While not used for Fabrication Documents, Ricca will add to the project Building Information Model any detailing, fabrication, assembly, and/or field installation information that we deem necessary for the communication of design intent. The selected Kitchen Equipment Contractor is to provide full Fabrication Submittals based on actual construction techniques used by the vendor. No serial numbers or asset management parameters will be included.
3.0 FOODSERVICE OPTIONAL OR ADDITIONAL SERVICES
The following services are not included in Basic Services. However, Ricca is pleased to provide them if authorized and confirmed in writing by the Client, and they shall be paid for by the Client, in addition to the compensation for Basic Services.
3.0.1 Service Counter Detail Documentation
Based on detailed sketches, design direction and finish selection by the Architect or its assigned interior designer, Consultant can provide the following:
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CULINARY DESIGN
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 8 3.0.1.1 Service Counter Fabrication Details
Ricca can generate detailed plan drawings, sections, and elevations in digital form for reference-use in the construction of counters, cabinet work and other millwork details for the serving areas. These drawings are not intended to be used by the fabricator as shop drawings, but to convey design intent and coordination needs in relation to the foodservice equipment only. These drawings shall include coordinated references to interior-designer assigned finish materials, however millwork specifications and schedule of finishes shall be provided by the Architect or its interior designer.
3.0.1.2 Service Counter Detail Submittal Review
Review of submittals and shop drawings to verify conformance with design intent, specifications, and millwork details.
3.0.2 Pre-Design As-Built Drawings
Ricca can produce a set of existing conditions “as-built” drawings prior to the commencement of design work.
3.0.3 Existing Equipment Survey and Report
Ricca can survey and inventory existing foodservice equipment for potential reuse as appropriate to this project. This inventory would include digital photographic representation, dimensions, utility information, where available and general equipment condition and recommendation. This service includes a site visit with written report, and may, where appropriate, include a service agency representative.
3.0.4 Existing Equipment Report
Ricca can review and evaluate received inventory of existing foodservice equipment for potential reuse as appropriate to this project. This inventory shall be provided by the Owner’s engineering/maintenance team and should include digital photographic representation, dimensions, utility information, where available and recent equipment repair history. This service includes a written evaluation of received information.
3.0.5 Dimensioned Rough ins
While typically provided by the KEC, Ricca can prepare 1/4” (1:50) scale drawings that include complete information on the scope of the construction documents, with references to equipment as provided by others. Please note, this service is for informational purposes only; the drawings are design drawings and not intended to be used in construction. They will be dimensioned for design intent for coordination for trades responsible for identifying final locations of exhaust hood duct collars, stubs, and floor and wall sleeves, for ventilation, plumbing, steam, electrical, refrigeration lines, and concrete base/curb dimensions, as required.
3.0.6 Foodservice-Related LEED or Sustainability Planning Ricca can provide foodservice-related planning, coordination, and documentation services to address foodservice-related project sustainability guidelines and aspirations as requested. 104
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CULINARY DESIGN
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 9 3.0.7 Bid Process Management
Ricca can provide management of the foodservice bid process on behalf of its Client. Ricca can prepare and distribute bid documents, including bidder instructions, to prospective foodservice dealer/installer; facilitate a pre-bid meeting; and issue, receive, and level bids for review by its Client. Ricca can also participate in negotiation and award of this project to the foodservice equipment dealer/installer.
3.0.8 Construction Phase Revit Model Management
Ricca can provide management and upkeep of the project’s Revit model in regard to foodservice equipment only during the construction phase. This effort includes coordination with architect, engineers and awarded kitchen equipment contractor to assure alignment between field installation and the Revit model.
3.0.9 Revisions to Work Previously Approved
Time spent on significant revisions to work previously approved; these revisions include work performed to accommodate cost reductions on the project which were previously approved. 105
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RICCA DESIGN STUDIOS PROPOSAL TO: LMN 02 JOINT VENTURE RE: PSCC - DESIGN DATE: 6.24.26
COMPENSATION
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 10 4.0 BASIS FOR COMPENSATION
The Client shall compensate the Consultant for the scope of work and Scope of Services (Basic Services) provided in accordance with this paragraph 4.0 Basis for Compensation, and the other terms and conditions of this agreement, as follows:
4.1 FEE SCHEDULE FOR BASIC SERVICES
Compensation for the services listed in this proposal will be on a fixed fee basis for the previously indicated scope of work and Scope of Services, excluding reimbursable expenses and service of any assigned sub-consultants, and will be invoiced monthly reflecting the work completed during that period. The fixed fee will be broken down as follows:
OPTION 2: KITCHEN RELOCATION
Foodservice Areas:
Schematic Design Phase $ 54,340.00
Design Development Phase $ 76,070.00
Construction Documents Phase $ 70,600.00
Contract Administration Phase $ 17,390.00
Closeout Phase $ 4,350.00
Total Foodservice Design Fee: $ 222,750.00
The above Option 2 fees include the time associated with up to ten (10) one-person meetings/trips from Ricca’s Los Angeles, CA and/or Denver, CO offices to the project site and/or Client offices. Ricca estimates approximately $15,000 in travel-related reimbursable expenses.
Optional/Additional:
Existing Equipment Survey & Report (3.0.3) $ 5,500.00
Note that there are numerous inputs that help us arrive at fees quoted beyond the area estimated to be designed. Our fee is calculated as a fixed fee. An after- the- fact conversion to an hourly not-toexceed fee doesn’t necessarily topset at this quoted fee. This proposal assumes a congruent, and not a phased by-area design, or phased document issuance process.
4.2 REIMBURSABLE EXPENSES
Reimbursable expenses are in addition to the above fees. Reimbursable expenses include, but are not limited to, items such as airfare, lodging, food, transportation, reproductions, mailings/postage, plot, and delivery costs requested by the Client and required in the interest of this project. Invoices shall be submitted at cost plus 10% administrative service fee.
Note: Airfares are booked refundable when available, at the lowest fare available at the time of booking. If an in-person meeting is cancelled after booking airfare, Consultant will always attempt to reuse the ticket for Client’s next scheduled meeting or trip, with payment of any change fee required by the airline passed along as a reimbursable expense as well.
Estimated Hours
per Role/Phase:
Principal Director Senior
PM
PM Senior
Associate
Associate
Schematic Design 145 55 0 0 0 0
Design Development 114 95 62 67 0 0
Construction
Documents
36 83 77 83 44 47
Contract
Administration
12 26 19 10 11 12
Closeout Phase 2 2 4 4 7 7
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COMPENSATION
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 11 4.3 COMPENSATION FOR ADDITIONAL SERVICES
Should services beyond those listed under Basic Services be authorized in writing by the Client and agreed to by Consultant, they shall be paid for by Client in addition to amounts due for Basic Services compensation. Such compensation shall be computed either on a lump-sum basis or, on an hourly time charge basis using Consultant's standard current billing rates as listed below after approval of a proposal detailing the same:
Principal $300.00/hour
Director $200.00/hour
Senior Project Manager/Senior Project Designer $185.00/hour Project Manager/Project Designer $170.00/hour
Senior Project Associate/Senior Revit Associate $160.00/hour Project Associate/Revit Associate $150.00/hour
NOTE: Billing rates above are subject to a minimum of 3% increase per year from date of contract approval.
4.4 PAYMENT TERMS
4.4.1 Billings
Ricca will submit invoices monthly for Basic Services and Additional Services and reimbursable expenses reflecting the work accomplished in the billing period.
4.4.2 Carrying Costs
Invoices are due and payable upon receipt. To cover the costs of carrying receivables more than thirty (30) days after receipt of Ricca’s invoice, the Client agrees to pay a charge of 2% per month on any portion of its account remaining unpaid. Should it become necessary that an unpaid invoice be referred to Ricca’s attorneys for collection, it is agreed that Client will pay the attorney's reasonable fee for such work as well as any litigation costs.
4.4.3 Payments Withheld
Deductions shall not be made from Consultant fees on account of penalty, liquidated damages or other sums withheld from payments to contractors, or on account of the cost of changes in the project, other than those for which Consultant is legally responsible, in accordance with these terms and the scope of work and Scope of Services outlined herein.
5.0 INSURANCE
Consultant maintains insurance covering claims, which may arise in the performance of the services outlined under this agreement, i.e., errors, omissions or negligent acts for which Consultant may be legally liable.
5.1 Consultant maintains the following insurance policies; should the Client require additional insurance coverage or limits, the expense of same shall be by Client:
General Liability:
$2,000,000 per Occurrence, $4,000,000 Aggregate
Automobile Liability:
$1,000,000 CSL for Hired and Non-Owned Automobiles
Umbrella Liability:
$5,000,000 per Occurrence, $5,000,000 Aggregate
Workers Compensation (WC) and Employers’ Liability (EL):
WC - Statutory Limits
EL - $2,000,000 each Accident, $2,000,000 Disease Policy Limit Professional Liability (Errors & Omissions):
$5,000,000 per Claim, $5,000,000 Aggregate
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COMPENSATION
5613 DTC Pkwy, Suite 100, Greenwood Village, CO 80111 | p. 303.221.0500 | f. 303.221.0600 | www.ricca.com 12 6.0 MISCELLANEOUS PROVISIONS
6.1 STOPPAGE OF WORK
Consultant’s income results from the time invested in its professional services. Although Consultant will make every effort to avoid doing so, Consultant may discontinue work when payments exceed sixty (60) days from billing and reserve this action as its right under this contract.
6.2 INTERRUPTION OF WORK
Should Consultant’s work for this project be postponed and then re-started for a period exceeding ninety (90) days from the date of written notice to stop work, Consultant reserves the right to renegotiate remaining fees.
6.3 TERMINATION
Consultant recognizes Client’s right to terminate this contract at any time. However, in the event of termination of this contract, Client agrees to pay Consultant in full for services performed to the termination date, plus reimbursable expenses and any costs associated with collection of fees.
6.4 USE OF CONSULTANT’S DOCUMENTATION
The use of Consultant’s documents for purposes other than those defined in the scope of work on this project is prohibited. These documents shall remain the property of the Consultant. The Client shall be permitted to retain copies, including reproducible copies, for information and reference only. In the case of computer-generated documents, only copies of the original version made by Consultant are entitled for use on this project.
6.5 ARBITRATION
Claims, disputes, or other matters in question between Consultant and the Client are subject to and will be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect.
If this proposal/agreement meets with Client’s approval, please sign, date, and return one (1) copy to Consultant.
This Agreement executed as of the day and year first written above.
This Agreement may be withdrawn or amended if not executed within sixty (60) days of the date first written above.
RICCA DESIGN STUDIOS LMN o2 JOINT VENTURE
------------------------------------------------------ ------------------------------------ Sean M. Callnin, FCSI By:
President & CEO Title:
Date
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www.WōdenFire.com Wōden Fire, LLC
FIRE PROTECTION/LIFE SAFETY PROPOSAL:
LIFE SAFETY CONSULTING SERVICES
Palm Springs Convention Center – Renovation & Expansion Stage 1 and Stage 2
277 North Avenida Caballeros in Palm Springs, CA
PREPARED FOR:
LMNo2 Joint Venture
ATTENTION:
Pamela Trevithick
and Lance O’Donnell
REVISED:
06/05/2026
Project #2196B
Project 2196B_Palm Springs Convention Center Stage 1 & Stage 2_Rev 06.05.26 109
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Palm Springs Convention Center – Renovation & Expansion Proposal for Code Consulting Services
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I. INTRODUCTION
This Proposal constitutes an offer tendered by Consultant to Client, to serve as the Fire Protection and Life Safety Consultant for the Palm Springs Convention Center – Renovation & Expansion project located at 277 North Avenida Caballeros in Palm Springs, CA. The intent of Woden Fire’s involvement is to serve as the project’s building code, fire protection and life safety consultant to support LMNo2 Joint Venture and the Project Team based on the following scope of services.
Woden Fire understands that the project includes the renovation and expansion of the convention center. This proposal is for Stage 1 and Stage 2.
Stage 1
Renovation:
• Main Lobby
• Primrose Ballroom
• Oasis Exhibit Hall
• Hallway 2 (South Pre-function)
• Mesquite Meeting Rooms
• Smoke Tree Meeting Rooms
• Renovation of Existing Restrooms
• Renovation of Existing Kitchen
• Signage
• Raise the Roadway (E. Amado Rd)
• Exterior West Entry Canopy Lighting
Stage 2
Expansion (Option 3):
• 14,800 sf increase in pre-function space, 8,500 sf increase in meeting space, and an approximately 5,000 sf special indoor/outdoor event space.
Infrastructure Improvements.
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II. BASE SCOPE OF SERVICES
Woden Fire proposes the following scope of services to the Client:
Fire Protection & Life Safety Consulting Scope of Services
1. Design Facilitation and Collaboration: Woden will attend meetings with the project team, as needed, to review the project, to address miscellaneous project related issues, and/or review deliverables prepared by Woden Fire.
2. FD Site Access and Site Water: Work with the Architect to develop the site fire water strategy and fire department site access strategy. Participate in FD Site access reviews with the AHJ, and support architect in obtaining AHJ Approval of the FD Site Access and Site Water plan.
3. Fire Protection/Life Safety Code Compliance: Work collaboratively and iteratively with the design team to achieve code compliance with Building Code and Fire Code requirements.
Activities will include drawing markups, code coordination meetings, and a dynamic code narrative that will capture the project code strategy, unique project design issues, and critical design decisions aligned to achieving code compliance.
4. Accessibility: Accessibility consulting services shall include accessibility review, code analysis, plan review, construction phase support, site observations, and reporting associated with applicable federal, state, and local accessibility regulations and standards. Accessibility consulting services shall be based on the following applicable codes, standards, and regulations:
• Title II of the Americans with Disabilities Act (ADA) • 28 CFR Part 35
• 2010 ADA Standards for Accessible Design (ADAS)
• United States Access Board ADA Accessibility Guidelines (ADAAG) • ICC A117.1 Accessible and Usable Buildings and Facilities • Chapter 11B of the 2025 California Building Code (CBC), where applicable • Applicable local accessibility ordinances
• City of Palm Springs accessibility requirements
• Owner accessibility and universal design standards, if applicable
5. Closing Out Plan Check: Respond to Life Safety Code Comments. Support architect on related FPLS code responses. Participate in design reviews and calls with the design team and AHJ to close out all plan check comments.
6. Construction Administration: Continue to resolve any building code and fire and life safety, and accessibility compliance related construction issues. Respond to RFI’s related to building code and fire and life safety, and accessibility compliance issues. 111
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Project Deliverables by Design Stage
1. Schematic Design:
a. FD Site Access and Site Water Strategy.
b. One (1) comprehensive FD Site Access Plan Markup.
c. One (1) comprehensive Life Safety Plan Markup.
d. One (1) accessibility review at 100% Schematic Design (SD) milestone. e. Special Requirements Strategy.
f. Occupancy and Construction Type Strategy
g. Deliver SD Code Narrative Report (CBC Chapters 1-10, and CFC).
2. Design Development:
a. FD Site Access and Site Water Strategy
b. One (1) comprehensive FD Site Access Plan Markup (at DD Progress set or milestone). c. One (1) comprehensive Life Safety Plan Markup (at DD Progress set or milestone). d. Code Compliance Strategy (CBC 1-10 and CFC).
e. One (1) accessibility review at the 100% Design Development (DD) milestone. f. Deliver updated DD Code Narrative Report (100% DD Submission).
3. Construction Documents:
a. Finalize FD Site Access and Site Water Strategy.
b. AHJ approval of FD Site Access and Site Water plan.
c. One (1) comprehensive FD Site Access Plan Markup (at CD Progress set or milestone). d. One (1) comprehensive Life Safety Plan Markup (at DD Progress set or milestone). e. One (1) accessibility review at the 95% Construction Documents (CD) milestone. f. Finalize Code Compliance Strategy (CBC 1-10 and CFC). g. Deliver final CD Code Narrative Report (100% CD Submission).
4. Plan Check:
a. Complete responses to Code plan check comments.
b. Code Compliant Solutions that address and close out code plan check comments. c. Update Code Narrative, where required, and submit for up to two (2) backcheck resubmittals.
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Client Responsibilities
In order for Woden Fire to complete the proposed scope of services, LMNo2 Joint Venture will be subject to the following responsibilities:
1. Provide electronic access to project drawings and relevant project reports;
2. Facilitate and Coordinate meetings, working sessions and other project related schedules;
3. Process and pay all invoices in a timely manner.
III. ADDITIONAL SERVICES
Based on Woden Fire’s role; additional services for comprehensive and specific fire engineering and building code, and accessibility consulting may be required. Such services may require more development of specific scopes of work beyond this agreement and additional terms and conditions may be required.
If additional services are required to be provided, a cost proposal and detailed scope of services will be presented to the client for review and approval prior to proceeding. Additional services not covered under this proposal:
1. Construction phase services / construction administration.
2. FLS coordinated reviews with MEPS, and FP.
3. Hazardous materials consulting services.
4. Alternate Means and Methods of Construction Submittal.
5. Alternate Methods of Code Compliance/Equivalencies Letter.
6. Engineering Judgements.
7. Emergency Management Planning and Consulting.
8. Smoke Control Rational Analysis.
9. Performance based design evaluations utilizing timed egress and/or fire dynamics simulator (FDS)/computational fluid dynamics (CFD) models, computational ventilation modeling.
10. Work associated with TCO Achievement, Liquidated Damages and acceptance of code solutions expedited to the benefit of the client under contractual pressure for achievement of reduction or mitigation of such delays will be billed at a rate of 10% of the liquidated damages cost per day of anticipated delays reduced.
11. Evaluation of multiple expansion options beyond the selected project concept.
12. Readily achievable barrier removal determinations under ADA requirements.
13. Preparation of construction documents, accessibility details, specifications, or corrective design solutions.
14. Preparation of accessibility calculations, occupant load calculations, or code summary sheets in Revit. Calculations will be provided in Bluebeam mark-ups.
15. Third party peer review coordination or independent quality assurance reviews
16. Litigation support, expert witness testimony, or participation in legal proceedings
17. Post-occupancy assessments, operational policy reviews, or programmatic accessibility evaluations
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18. Detailed review of temporary shoring, means and methods, or contractor sequencing
19. Verification of field dimensions, tolerances, or as-built construction conditions
20. Review of delegated design elements unless specifically requested
21. Accessibility review of contractor substitutions, deferred approvals, value engineering revisions, and change directives
22. Accessibility consulting associated with temporary exhibits, convention installations, event furnishings, specialty event equipment, or operational equipment not included within the architectural construction documents.
23. Formal CASp certification services beyond the scope specifically identified herein, including preparation and issuance of a Disabled Access Inspection Certificate (DAIC), unless specifically authorized in writing by Client as an additional service
24. Areas inaccessible or unavailable at the time of inspection are excluded from the scope of work. Additional visits required due to restricted access may result in additional fees.
25. Comprehensive specification or Project Manual review unrelated to accessibility requirements
IV. PROFESSIONAL FEES & EXPENSES
The scope of services outlined in this proposal will be provided to client based on the following fixed fees:
BASE SCOPE OF SERVICES (as referenced in Item A above):
Code and Accessibility Consulting:
Schematic Design $ 31,600.00
Design Development $ 37,900.00
Construction Documents (Including Permitting) $ 40,500.00 Total Fee for Code and Accessibility Consulting $ 110,000.00 Consultant will bill Client at regular intervals, including a milestone billing after submittal of responses to AHJ comments.
Out of pocket expenses for base and/or additional services, including project accounting and administrative management, are considered reimbursable to Woden Fire and are in addition to the professional fees for base and additional services.
Estimate of Reimbursable Expenses: $ 5,000.00
Consulting Rates
Principal $315
Accessibility Consultant $275
Sr. Fire Protection Engineer $250
Fire Protection Engineer $235
Sr. Associate $220
Associate $195
Consultant $175
Administrative Support $95
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Construction Economists
Boston New York Toronto Atlanta Dallas Austin San Antonio Denver Los Angeles City of Palm Springs Convention Center Architectural and Engineering Services Additional Services
Cost Consulting Services
May 28, 2026
Proposal #260655
In Addition to Proposal #250909
prepared for
Pamela Trevithick
Partner
[email protected]
206 963 8402
Lance O’Donnell
Principal
[email protected]
760 778 8165
LMNo2 Joint Venture
801 2nd Ave, Suite 501
Seattle, WA 98104
206 682 3460
lmnarchitects.com
Helcin Vermeulen
Senior Marketing Coordinator
[email protected]
905 787 1880
Vermeulens
Howard Hughes Center
6080 Center Drive, 6th Floor
Los Angeles, CA 90045
213 370 1231
vermeulens.com
prepared by
Blair Tennant
Senior Principal
[email protected]
214 769 2304
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City of Palm Springs Convention Center Architectural and Engineering Services Additional Services Cost Consulting Services
3 Project Scope
Project Description
located in Palm Springs, CA
building type is a combination of new construction and renovation the project is intended to address deferred maintenance, improve operational efficiency, and enhance overall visitor experience through renovation, expansion, and updating the master plan it also supports the City’s broader goals of economic development, sustainability, and community engagement Estimating Scope
basic services:
> we will provide a draft schematic design and design development cost estimate and once reconciled, we will publish our final schematic design and design development cost estimate optional services:
> we will provide a draft construction documents cost estimate and once reconciled, we will publish our final construction documents cost estimate
Construction Budget
the base fee construction budget is $81,360,000
the phase 0 budget is anticipated to be $98,000,000 of scope that may be designed through the base budget or add alternates
our fee is based off $81,360,000 and we have provided a multiplier that we would apply if the budget changed to $98,000,000
Project Team
Melissa Chabot, Principal
Blair Tennant, Project Leader
Fee Assumptions and Requirements
General
fees are based on information provided
our fee is Time and Material (T&M) and will be adjusted for substantial changes in overall scope or budget total fee includes meeting and potential reconciliation time invoicing will occur monthly per hours of consulting by Vermeulen’s, Inc. drawings and specifications will be provided electronically Components/Cost Breakouts
components to be agreed upon
components will be estimated together at each design phase Meetings
basic services: base fee for $81.4M
> two (2) person days of meetings during schematic design and design development in Palm Springs, CA and Seattle, WA optional services: base fee for $81.4M
> two (2) person days of meetings during construction documents in Palm Springs, CA and Seattle, WA basic services: potential scope for $98M
> two (2) person days of meetings during schematic design and design development in Palm Springs, CA and Seattle, WA optional services: potential scope for $98M
> two (2) person days of meetings during construction documents in Palm Springs, CA and Seattle, WA travel expenses are included in the reimbursable expenses and are charged at cost 116
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City of Palm Springs Convention Center Architectural and Engineering Services Additional Services Cost Consulting Services
4 Fee Assumptions and Requirements, continued
Fees
Design Milestones and Expenses, Basic Services Base Fee for $81.4M ($USD) Potential Scope for $98M ($USD) Schematic Design 46,000 51,400
Design Development 42,200 47,100
Estimated reimbursable expenses 6,000 6,000
Total Fee, Basic Services 94,200 104,500
Design Milestones and Expenses, Optional Services Base Fee for $81.4M ($USD) Potential Scope for $98M ($USD) Construction Documents 38,500 42,800
Estimated reimbursable expenses 3,000 3,000
Total Fee, Optional Services 41,500 45,800
Hourly Breakdown for Base Fee for $81.4M
Schematic Design, Basic Services
Staff Hours Rate Labor
Principal 20.0 $ 350.00 $ 7,000
Project Leader 34.0 $ 350.00 $ 11,900
Lead A&S Estimator 21.0 $ 230.00 $ 4,830
Lead Interiors Estimator 21.0 $ 230.00 $ 4,830
Lead MEP Estimator 21.0 $ 230.00 $ 4,830
Senior Estimator 18.0 $ 200.00 $ 3,600
Estimator 53.0 $ 170.00 $ 9,010
Total $ 46,000
Design Development, Basic Services
Staff Hours Rate Labor
Principal 17.0 $ 350.00 $ 5,950
Project Leader 28.0 $ 350.00 $ 9,800
Lead A&S Estimator 18.0 $ 230.00 $ 4,140
Lead Interiors Estimator 18.0 $ 230.00 $ 4,140
Lead MEP Estimator 18.0 $ 230.00 $ 4,140
Senior Estimator 20.0 $ 200.00 $ 4,000
Estimator 59.0 $ 170.00 $ 10,030
Total $ 42,200
Construction Documents, Optional Services
Staff Hours Rate Labor
Principal 14.0 $ 350.00 $ 4,900
Project Leader 22.0 $ 350.00 $ 7,700
Lead A&S Estimator 14.0 $ 230.00 $ 3,220
Lead Interiors Estimator 14.0 $ 230.00 $ 3,220
Lead MEP Estimator 14.0 $ 230.00 $ 3,220
Senior Estimator 20.0 $ 200.00 $ 4,000
Estimator 72.0 $ 170.00 $ 12,240
Total $ 38,500
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City of Palm Springs Convention Center Architectural and Engineering Services Additional Services Cost Consulting Services
5 Proposal #260655
In Addition to Proposal #250909
Hourly Breakdown for Potential Scope for $98M
Schematic Design
Staff Hours Rate Labor
Principal 23.0 $ 350.00 $ 8,050
Project Leader 38.0 $ 350.00 $ 13,300
Lead A&S Estimator 24.0 $ 230.00 $ 5,520
Lead Interiors Estimator 24.0 $ 230.00 $ 5,520
Lead MEP Estimator 24.0 $ 230.00 $ 5,520
Senior Estimator 19.0 $ 200.00 $ 3,800
Estimator 57.0 $ 170.00 $ 9,690
Total $ 51,400
Design Development
Staff Hours Rate Labor
Principal 21.0 $ 350.00 $ 7,350
Project Leader 31.0 $ 350.00 $ 10,850
Lead A&S Estimator 19.0 $ 230.00 $ 4,370
Lead Interiors Estimator 19.0 $ 230.00 $ 4,370
Lead MEP Estimator 19.0 $ 230.00 $ 4,370
Senior Estimator 22.0 $ 200.00 $ 4,400
Estimator 67.0 $ 170.00 $ 11,390
Total $ 47,100
Construction Documents
Staff Hours Rate Labor
Principal 13.0 $ 350.00 $ 4,550
Project Leader 27.0 $ 350.00 $ 9,450
Lead A&S Estimator 16.0 $ 230.00 $ 3,680
Lead Interiors Estimator 16.0 $ 230.00 $ 3,680
Lead MEP Estimator 16.0 $ 230.00 $ 3,680
Senior Estimator 22.5 $ 200.00 $ 4,500
Estimator 78.0 $ 170.00 $ 13,260
Total $ 42,800
Signed Agreement
May 28, 2026
by signing and returning this page you are accepting the above fees alternatively, a purchase order or signed contract are acceptable invoicing will only be issued for design milestones that are estimated I hereby accept and approve the fee structure and parameters as outlined in this proposal Signature Date
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City of Palm Springs Convention Center Architectural and Engineering Services Additional Services Cost Consulting Services
6 2026 Cost Estimating Category Rates
General
rates may increase by 5% per year due to inflation
fees are developed on a lump sum basis to allow for an appropriate range of overall hours hourly rates are provided as a means of comparison with the market overall team average rate is $235/hour
we pride ourselves on quality and customer care, so we do not take on more work than we are capable of handling Staff Hourly Rates ($)
Senior Principal $350
Principal $320
Associate Principal $305
Senior Associate $290
Associate $260
Senior Project Manager/Team Lead $230
Project Manager/Assistant Team Lead $215
Senior Estimator/Project Assistant $200
Estimator $170
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ID Task Name Start Finish
1 Meetings/Workshops/PresentationsFri 6/12/26 Thu 3/18/27 2 Schematic Design Kick-Off Mtg Fri 6/12/26 Fri 6/12/263 PSCC Work Session (SD) Thu 7/9/26 Thu 7/9/264 PSCC Work Session (SD) Thu 7/30/26 Thu 7/30/265 PSCC Work Session (SD) Thu 8/20/26 Thu 8/20/266 PSCC Work Session (DD) Thu 9/17/26 Thu 9/17/267 PSCC Work Session (DD) Thu 10/8/26 Thu 10/8/268 PSCC Work Session (DD) Thu 10/29/26 Thu 10/29/269 PSCC Work Session (DD) Thu 11/19/26 Thu 11/19/26 10 PSCC Work Session (DD) Thu 12/10/26 Thu 12/10/2611 SD Stakeholder Presentation Thu 8/20/26 Thu 8/20/2612 DD Stakeholder Presentation Thu 11/19/26 Thu 11/19/2613 CD Stakeholder Presentation??
Thu 3/18/27 Thu 3/18/27
14 Sustainability Charrette? Thu 7/9/26 Thu 7/9/2615 Entitlements Tue 9/22/26 Wed 10/28/2616 Planning Commission Tue 9/22/26 Tue 9/22/2617 Architectural Review Committee
Mon 10/19/26 Mon 10/19/26
18 City Council Presentation Wed 10/28/26 Wed 10/28/2619 Design and Documentation Mon 6/15/26 Mon 6/28/2720 Schematic Design (SD) 12wks Mon 6/15/26 Fri 9/4/2621 SD 100% Pricing/Approval Mon 9/7/26 Fri 10/16/2622 Design Development (DD) 15wks
Mon 9/7/26 Fri 12/18/26
23 DD 100% Pricing/Approval Mon 12/21/26 Fri 1/29/2724 Construction Documents (CD) 18wks
Mon 12/21/26 Fri 4/23/27
25 CD 90% Pricing/Approval Mon 4/26/27 Fri 5/14/2726 Building Permit Submittal and Approval
Mon 4/5/27 Mon 6/28/27
27 CD 100% / Issued for
Construction
Mon 6/28/27 Mon 6/28/27
28 Construction Administration (18
mths)
Mon 7/5/27 Fri 12/29/28
29 Project Closeout Mon 11/27/28 Fri 1/26/29
Meetings/Workshops/Presentations
Schematic Design Kick-Off Mtg
SD Stakeholder Presentation
DD Stakeholder Presentation
CD Stakeholder Presentation??
Sustainability Charrette?
Entitlements
Planning Commission
Architectural Review Committee
City Council Presentation
Design and Documentation
Schematic Design (SD) 12wks
SD 100% Pricing/Approval
Design Development (DD) 15wks
DD 100% Pricing/Approval
Construction Documents (CD) 18wks
CD 90% Pricing/Approval
Building Permit Submittal and Approval
CD 100% / Issued for Construction
Construction Administration (18 mths)
Project Closeout
Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Qtr 3, 2026 Qtr 4, 2026 Qtr 1, 2027 Qtr 2, 2027 Qtr 3, 2027 Qtr 4, 2027 Qtr 1, 2028 Qtr 2, 2028 Qtr 3, 2028 Qtr 4, 2028 Qtr 1, 2029 Preliminary Design SchedulePalm Springs CC Modernization ProjectFri 5/22/26 Exhibit D: Preliminary Stage 1 & 2 Design Schedule
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LMN BILLING RATE SCHEDULE
Effective January 1, 2026
(Fees adjust annually based on the Consumer Price Index for Seattle Area)
POSITION HOURLY RATE
$425
$325
$220
$325
$350
$225
Pamela Trevithick, Partner In Charge
Howard T Howlett, Project Manager
Stephen DeMayo, Project Designer
Brian Tennyson, Project Program
Lance O'Donnel, Partner In Charge
John Abemathy, Project Architect
Senior Project Architects $215 - $260
Project Architects $195 - $260
Staff Architects $140 - $195
Intern Architects $130 - $140
Senior Interior Designers $205 - $290
Interior Designers $140 - $205
Urban Designers $145 - $235
Technical Production Team $185- $270
Administrative $140- $180
In addition to our fees, LMN Architects charges for reimbursable expenses such as reprographics and business travel and applies a 10% mark-up. EXHIBIT F - LMNO2 2026 Hourly Rates 121
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Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 1
STAGE 0 REPORT 6 / 0 4 / 2 0 2 6
Palm Springs Convention Center (PSCC)
Modernization Project – Renovation + Expansion
P R O J E C T T E A M
Client – City of Palm Springs
City Engineer Joel Montalvo
Chief Economic Development
Officer
Wayne Olson
Interim Owner's Representative
Conventional Wisdom Rick Schmidt
Conventional Wisdom Audra Biediger
Conventional Wisdom Michael Godoy
PSCC Operator – Oak View Group
General Manager Karen Totaro
Former General Manager Rob Hampton
Director of Operations Mario Irrera
Director of Event Services Kristie Dore
Design Team – LMN/o2 Joint Venture
LMN Partner-in-Charge Pamela Trevithick
o2 Partner-in-Charge Lance O'Donnell
Project Designer Stephen DeMayo
Programming & Planning Brian Tennyson
Consultant Team
Cost Estimator Vermeulens
MEP / AV / IT ME Engineers
Lighting Design HLB Lighting Design
Life Safety, Code &
Accessibility
Wōden
Structural & Envelope Martin / Martin
Food Service Design Ricca Design Studios
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S T A G E 0 P R O C E S S
The goal of this stage was to define the project scope in collaboration with the client team, provide current construction costs to that scope, and align the scope and costs with the City of Palm Springs' expectations prior to proceeding into the schematic design phase.
LMN/o2 is approaching the renovation and expansion scope of work as a single design project. The renovation and expansion work may be completed in multiple phases to coordinate with PSCC events but will be within a single construction contract by a Construction Manager at Risk (CMR).
The Stage 0 process included the following tasks and activities:
– Several interactive work sessions with City of Palm Springs representatives along with the leadership and operations team of the convention center. – LMN/o2 attended joint presentations and workshops where the District Planning and Branding teams, along with LMN/o2, heard from community stakeholders, Aqua Caliente Band of Cahuilla Indians, and city council representatives regarding their ideas, priorities, and hopes for the project.
– A thorough review of previous renovation and expansion recommendations and cost analysis. – Vermeulens reviewed cost estimates from the prior study, including updates provided by Conventional Wisdom and RLB, and provided an estimate of the previous scope at current construction prices.
– The LMN/o2 team reviewed the existing facility FOH spaces and prepared a list of recommended renovations for the client team.
– LMN/o2 reviewed the previous expansion scope with the PSCC team and based on initial feedback, prepared 3 expansion options ranging from the prior study recommendation to a more Palm Springs experience option with increased meeting and pre-function areas. – Prioritization exercise – LMN/o2 held an interactive workshop where renovation scope and expansion options were presented and PSCC staff indicated desired priorities using colored dots on a large scope chart (see Diagram 1 below). This process informed revisions and refinements to both renovation and expansion scope options. – LMN/o2's engineering consultants conducted an independent on-site review of the facility, providing infrastructure improvement recommendations categorized as:
◦ Have to Do (HTD) / Critical
◦ Should Do (SD) / Poor
◦ Like to Do (LTD) / Fair
– An infrastructure workshop was held with PSCC leadership and operations team to review the recommendations, confirm categorization, and identify any missing scope. Findings were used to update the infrastructure scope list and inform costing priorities. – Vermeulens produced several concept-level cost estimates throughout Stage 0 as new information emerged. Estimates were shared at project meetings, feedback was received, and materials updated for subsequent meetings.
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Diagram 1 – Prioritization workshop, dots exercise.
To organize the multiple renovation and improvement needs, the scope of work was divided into three categories during the estimating exercise:
– Renovation – upgrades to the existing PSCC
– Expansion – east entry and meeting room addition
– Infrastructure – Deferred maintenance such as MEP, AV, IT, roofing, and other building systems
R E N O V A T I O N
LMN/o2 developed the renovation scope based on PSCC staff input, operational concerns, and current trends in the meetings and events industry. The scope is organized into the following areas:
1. Main Lobby
2. Primrose Ballroom
3. Oasis Exhibit Hall
4. Hallway 2 (South Pre-function)
5. Mesquite Meeting Rooms
6. Smoke Tree Meeting Rooms
7. Renovation of Existing Restrooms
8. Renovation of Existing Kitchen
9. Signage
10. Raise the Roadway (E. Amado Rd)
11. Exterior West Entry Canopy Lighting
Items 1–7 contain specific renovation scope recommendations that were developed, reviewed, and refined through several interactive meetings with the city and PSCC team. Scope descriptions are listed in the final scope cost analysis spreadsheet – see attachment file. 124
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Kitchen
Two options were presented: Option 1 renovates the existing kitchen in place; Option 2 relocates the main kitchen to the north, just outside the Primrose Ballroom. Both options incorporate retherm food service delivery technology. Reference Appendix for kitchen options. An RFP solicitation for the food service contract is currently underway, and a decision on which option to proceed with will be made once the food service contractor is onboard. Since both options are similar in construction cost, an allowance of $14M has been carried for food service work for Stage 0. Further refinement of approach, scope, and cost will be undertaken during schematic design with PSCC staff and the selected food service vendor.
Signage
Signage costs are carried as a square-footage allowance. Further scope and cost analysis will occur during schematic design.
Raise the Roadway (E. Amado Rd)
During the prioritization workshops, raising a portion of E. Amado Rd. between the convention center and Jackie Lee Houston Plaza was identified as the primary improvement request for exterior spaces, besides the east expansion.
Exterior West Entry Canopy Lighting
This scope addresses current lighting and control deficiencies along the west entries into the convention center.
E X P A N S I O N
LMN/o2 developed three east expansion options for the client and operator's consideration. All options include additional FOH support spaces. Reference Appendix for expansion options. – Option 1 – 7,800 sf increase in pre-function space, 4,375 sf increase in meeting space, and an exterior event plaza.
– Option 2 – 12,000 sf increase in pre-function space, 6,300 sf increase in meeting space, and an exterior event plaza.
– Option 3 – 14,800 sf increase in pre-function space, 8,500 sf increase in meeting space, and an approximately 5,000 sf special indoor/outdoor event space.
Option 3 is the overwhelming preference for the convention center leadership and staff.
I N F R A S T R U C T U R E
The following LMN/o2 consultants conducted on-site reviews of existing conditions and systems, informing their improvement scope recommendations rated as Have to Do (critical), Should Do (poor), and Like to Do (fair):
– ME Engineers – reviewed MEP systems, controls, central plant, and IT and AV systems. – HLB Lighting Design – reviewed all front-of-house and exterior lighting and control systems. – Wōden – reviewed site conditions for accessibility concerns, along with life safety and fire alarm systems.
– Martin/Martin – performed a general assessment of exterior enclosure systems, including roofing, wall cladding, fenestration, and sealant assemblies. 125
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These recommendations were estimated by Vermeulens and incorporated into the overall cost and scope spreadsheet. The resulting scope was reviewed with the client team to confirm categorization and completeness.
C O S T E S T I M A T I N G
Vermeulens performed concept-level cost estimates based on narrative descriptions and diagrams of the intended scope. CM/GC indirect markups of 1.42x direct costs were applied based on current industry conditions. Escalation through 2027 was then applied below the line. See Diagram 03, summary page of the Cost Scope Analysis worksheet, for detail. The design team's construction cost estimate does not include owner soft costs. The construction cost limit for this scope of work was determined by the client representative team to be $81,360,000.
Separate infrastructure funding through a capital improvement (CapX) fund was explored but determined not feasible at this time. As a result, non-critical renovation and infrastructure items were designated as add alternates. The design team will develop these scope items during schematic design and with the client team to determine their feasibility within the project budget.
Roof rehabilitation work will be handled directly by the city as a separate contract and covered under the construction budget. The city has received a bid and scope of work for rehabilitation of the existing roofing system. The design team has requested a detailed scope of work for the rehabilitation so our envelope consultant can review and confirm their recommended repair/replace scope is being addressed. This review can occur once the material is received. This approach may be explored for other distinct scopes of work that are not dependent on adjacent renovation or expansion work.
S T A G E 0 S C H E D U L E
Diagram 02
126
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C O S T S P R E A D S H E E T S U M M A R Y P A G E
Diagram 03: Stage 0 construction costs and scope summary. See attachment file for the full cost and scope spreadsheet.
S U M M A R Y
Stage 0 successfully identified the full scope of desired improvements, established concept-level cost estimates, and established scope priorities for the project. As expected at this stage, several scope items require further analysis before final decisions can be made:
– Kitchen design – a determination of renovation in place or relocation will need to be made by mid-way through schematic design.
– Roofing – confirmation that contract scope aligns with consultant recommendations. – Security System – confirming number of cameras and door controls are properly captured. 127
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– Electrical Distribution Replacements – this scope will need to be better defined during schematic design.
– IT Infrastructure – this is a priority for the center and will be studied further during schematic design.
– Fire Alarm System – the extent of work required with existing and new systems will be explored.
– Renovation – as the design develops, the team will look for opportunities to refine ideas and improve cost confidence. Several BOH spaces were identified as under-performing and may require relocation or renovation. These items are not currently carried in the construction budget but may be folded into adjacent or related improvements. – Second Floor Offices – the offices on the north side of the Oasis Exhibit Hall are not currently accessible. Unless the offices are relocated to an accessible level, given the extent of improvements to the center, accessibility to these second-floor offices will need to be addressed within the project budget. This scope is not captured in the cost estimate.
The project will enter schematic design with the scope exceeding the construction budget of $81,360,000. This is intentional direction from the client team to avoid prematurely reducing the scope of work while several areas still require additional exploration and analysis.
The design team will enter schematic design focused on better defining systems and costs where necessary and making decisions collaboratively with the client team to align the project with the defined construction budget.
LMNo2 recommends designing the Stage 1 and Stage 2 scopes concurrently to ensure a cohesive, seamless project and avoid the risk of rework that could result from a sequential expansion design process. Building systems and design decisions should be evaluated holistically across the full project scope.
The design team is preparing a fee proposal for schematic design through construction administration and closeout based on this integrated approach. While there may be opportunities to package portions of the renovation work for bidding, it is too early to define those strategies.
Development of the delivery approach will require coordination with convention center operations and facilities staff, the CMR, and the owner’s representative. Once the CMR is on board, discussions on refining the delivery approach and the potential of early permitted work can occur. A preliminary design schedule for future phases is included in the appendix for reference and will be refined as the broader project team is assembled.
A T T A C H M E N T
• 05 22 2026 PSCC Stage 0 Cost Scope Analysis.xlsx file 128
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A P P E N D I X
East Expansion Options
• Option 1
• Option 2
• Option 3
Kitchen renovation options
• Option 1 – Renovation of Existing
• Option 2 – Relocation of Main Kitchen
Preliminary Design Schedule for SD – CO Phases
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Palm Springs Convention Center Expansion Narrative
Option 1 (Pre 3/5 Workshop)
East Lobby
7,800 GSF Lobby
A new enclosed lobby seismically separated from the existing structure • New roof
• Glass CW enclosure
• Seismic joint at north wall to existing oasis ballroom and west interface of lobby • Carpet
• Acoustic ceiling treatment
• New restrooms approximately 1,200 SF (inclusive in the 12,000 SF) • 500 SF Storage/Reception (inclusive)
East Meeting Rooms
7,560 GSF enclosed space
Meeting Space (50’-0” x 87-6’) - 4,375 SF
• (3) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room • Exterior doors to east
• 12’-0”Dx87-6’W east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• Optional Exterior Operable walls on the east
• 750 SF of BOH Space/Storage
Palm Springs Convention Center
Expansion Options - 3/18/2026 OPTION 1enclosure, System TBD during SDOasis Exhibit Hall and west interface of lobby 130
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Expansion Option 1Scale 1/32” = 1’-0”
OPTION 1
131
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Option 2 (Post 3/5 Workshop)
East Lobby
12,000 GSF Lobby (per CC recommendations)
A new enclosed lobby seismically separated from the existing structure • New roof
• Glass CW enclosure
• Seismic joint at north wall to existing oasis ballroom and west interface of lobby • Carpet
• Acoustic ceiling treatment
• New restrooms approximately 1,500 SF (inclusive in the 12,000 SF) • 500 SF Storage/Reception (inclusive)
East Meeting Rooms
11,900 GSF enclosed space
313’-0 LF of New Enclosure
Meeting Space (60’-0” x 105’) - 6,300 SF
• (3) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room • Exterior doors to east
• 12’x105’ east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• Optional Exterior Operable walls on the east
• 780 SF of BOH Space/Storage
OPTION 2enclosure, System TBD during SDOasis Exhibit Hall and west interface of lobby 132
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OPTION 2
133
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Option 3 (Post 3/5 Workshop)
East Lobby
12,000 GSF Lobby (per CC recommendations)
A new enclosed lobby seismically separated from the existing structure • New roof
• Glass CW enclosure
• Seismic joint at north wall to existing oasis ballroom and west interface of lobby • Carpet
• Acoustic ceiling treatment
• New restrooms approximately 2,000 SF (inclusive in the 12,000 SF) • 500 SF Storage/Reception (inclusive)
East Meeting Rooms
10,500 GSF enclosed space
Meeting Space (50’-0” x 87-6’) - 4,375 SF
• (3) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room • Exterior doors to east
• 12’-0”Dx87-6’W east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• Optional Exterior Operable walls on the east
• 750 SF of BOH Space/Storage
South East Meeting Rooms
7,800 GSF enclosed space
Meeting Space (50’-0” x 87-6’) - 4,275 SF
• (2) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room OPTION 3enclosure, System TBD during SDOasis Exhibit Hall and west interface of lobby 134
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• 12’-0”Dx87-6’W east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• 700 SF of BOH Space/Storage
2800 SF of Prefunction space
• Exterior glass façade
• Exterior doors
1500 SF of Covered breezeway space
East Lawn
5,000 SF of total exterior space
3000 SF of softscape
Outdoor lighting and power
Overhead sun canopies
2500 SF of exterior trellis flanking meeting rooms and breezeways 135
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Expansion Option 3 Scale
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164.66' N 48°03'09" E
N 41°56'51" W
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97.32' N 41°56'51" W
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172.00' N 41°56'51" W
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1 207 4 46 .63 TC 0 " CF
12 06 44 6.8 2 TC PRC
120 5 446 .76 TC @ CB
1 20 4 4 46.78 TC @ CB
120 3 4 46 .75 TC @ C B
11 93 44 6.9 0 TC BC
11 87 44 7.0 3 TC
1 18 6 4 47.30 TC
118 3 44 7.58 TC
1180 447 .8 1 TC
1 175 4 47.74 TC
11 58 44 7.60 TC 1 15 6 4 47 .64 TC
1152 4 48 .1 8 TC
1 15 1 4 48.14 TC 11 33 44 7.5 7 TC
112 6 4 47.34 TC
11 22 44 7.2 3 TC ECR
11 17 446 .71 TC BTM X HC R AMP
111 6 4 46 .79 TC BTM X HC RAM P
11 15 447.2 9 TC TOP X HC RAM P
1 114 4 47.21 TC TOP X HC RAMP
11 09 447 .18 TC @ B CR CB
11 08 44 7.3 4 TC @ C B
1 096 45 0.28 TC PRC
10 95 45 0.22 TC
10 94 45 0.0 0 TC
1 09 3 4 49.59 AC FS
10 92 4 49.4 4 AC FS
1 09 1 44 9.81 TC
1 090 44 9.82 TC
1 08 9 44 9.72 TC
10 83 448 .63 TC TO P X
10 82 4 48.2 2 TC BTM X
1079 44 8.58 TC B TM X
1 078 449.02 TC TOP X
10 77 44 9.2 1 TC TOP X
10 76 448.8 2 TC BTM X
10 75 4 48 .9 6 TC BTM X
1 074 4 49 .35 TC TOP X
1062 45 3.
69 TC EC R
1 056 4 53.13 TC EC
10 51 45 3.1 9 TC BC
1 050 4 53 .28 TC EC
104 5 453 .58 TC BCR
1042 45 3.97 TC TO P W HC RAMP
104 0 4 52.
69 TC
10 39 452 .1 2 TC
10 33 45 2.01 TC
10 30 4 51 .3 9 TC
1 02 7 4 50.34 TC BTM X HC RAM P
10 26 45 0.4 4 TC BTM X HC RAM P
1 02 5 450 .89 TC TOP X HC R AMP
102 4 4 50 .74 TC TO P X HC RAMP
1 021 4 50 .26 TC
101 8 4 49 .65 TC
10 17 4 49 .4 1 TC
1 014 4 48.97 TC
101 3 4 48 .40 TC
10 08 44 7.84 TC BC
1 007 4 47.64 TC EC
1001 44 7.3 1 TC
1 00 0 452.93 TC
453.58
LG453.49
FL
16 88 44 8.2 0 LG
1 684 448.50 LG
1683 448.5 0 LG
168 2 448 .43 FL
1 68 1 448 .52 LG
1 67 8 449 .24 BW
167 6 4 49 .35 BWC C
16 66 44 9.5 6 BW
16 32 44 9.1 3 LG 16 31 4 49 .0 9 FL
15 93 450.6 4 LG
159 2 450 .57 FL
15 84 450 .34 BW @ B OC
15 83 4 50.5 7 BW CC
156 6 449 .88 FL
15 57 450.7 4 BW CC
1556 4 50 .0 3 LG
1 555 45 0.07 LG 1 554 450.17 LG
1 55 3 4 50 .15 LG
15 49 45 0.2 6 LG
1 54 5 45 1.
08 BW @ BO C
1 544 4 51.22 BW CC
1509 4 50 .40 BW EC
1 508 45 0.36 BW B C
1 50 7 4 50.27 BW EC 150 6 4 50 .35 BW BC
1 505 4 50 .68 BW CC
150 4 450 .64 BW C C
15 00 44 9.6 0 FL 1 499 449.68 LG
1 498 449.72 LG
14 93 44 9.40 FL
1492 4 49 .4 5 LG
14 91 4 49 .4 6 L G
149 0 4 49 .46 L G
1 48 8 44 9.93 B W @ B OC
1487 4 50 .17 BWCC
1 464 44 9.
32 FL
14 63 44 9.3 5 FL 1 46 2 4 49 .42 LG
1 46 1 44 9.34 LG
146 0 44 9.35 LG 1 459 4 49 .39 LG
1 45 4 45 0.16 BW CC
14 51 44 9.46 1450 LG 449.4 2 LG 14 49 449.3 9 L G
14 47 44 9.3 3 FL
1 44 6 449 .30 LG
144 4 449 .88 B WEC 1443 449.8 6 BW MO C
1442 44 9.8 2 BW BC
1441 450 .0 9 BW C C
1434 45 0.51 BW C C
14 33 44 9.8 8 BW CC 137 9 449 .88 BW C HECK
13 74 4 48.6 2 L G 1 373 448.59 FL
137 2 448 .41 FL
136 8 4 48.49 L G
1 367 4 48.48 LG
1 36 6 4 48 .50 L G
1342 44 9.4 6 BW EC
13 41 44 9.3 3 BW BC
13 40 449.3 6 BW EC
13 39 449.6 0 BW BC
13 32 4 48.8 4 FL
133 1 4 48 .80 FL
1 330 4 48 .79 FL
132 9 4 48 .73 FL
1 32 8 4 48.78 LG 1 327 44 8.80 LG
1 32 6 4 48.
83 LG
13 25 44 8.83 L G
132 4 4 48 .89 LG
13 23 44 8.9 0 LG
13 22 4 48.9 1 L G
1321 448.8 7 LG
1 300 44 9.
88 BW @ CC
1 299 450.14 BW @ BOC
1 25 9 44 7.73 FL
1 25 8 44 7.73 FL
1 25 5 44 9.24 BW CC
12 50 4 48.2 6 FL
1249 448 .1 2 FL 1 247 448.76 BW EC
1 24 6 44 8.
66 BW M OC 12 45 44 8.63 BW BC
12 44 4 48 .5 7 BW CC12 42 447.9 6 FL
1 241 448.09 LG
1 24 0 4 48.29 LG
12 39 448.3 2 FL
123 8 448 .38 L G
1237 44 8.37 L G
1 236 44 8.87 LG
1 235 4 48.83 L G
12 33 44 8.7 8 FL
12 30 448.8 7 LG
122 7 449 .64 B WC C
122 6 44 9.33 BW CC EC 1 225 4 49.29 BW CC M OC 12 24 449 .3 1 BW CC BC 1 223 4 49.52 BW CC
12 20 44 6.5 9 L G
1 216 4 46.71 FL12 15 44 6.66 L G 1214 4 46 .87 L G
12 13 44 6.84 L G
12 12 44 6.6 4 FL
121 1 446 .73 LG
1210 44 6.
64 LG 12 09 446 .48 FL 12 08 44 6.88 L G
12 02 445 .98 FL @ CB
12 01 4 46 .07 FL @ CB
12 00 44 6.29 FL
11 99 446 .5 0 L G 1 19 8 446.58 LG
1 197 446.53 LG
1196 44 6.4 8 LG
1 195 4 46 .51 LG
1 194 4 46.44 FL
1 18 9 4 46 .69 LG
11 88 446 .5 6 FL
11 85 44 6.82 FL
118 4 44 6.99 LG
1182 447.0 8 FL
11 81 447 .28 L G
1179 4 47 .3 1 FL
1 17 8 4 47.53 LG
1176 44 7.2 2 FL
11 74 447 .87 BW
11 60 44 6.75 FL @ OU TLET1 159 446.76 FL @ O UTLET
11 57 4 47 .0 5 FL 11 55 447.0 4 FL
1 15 4 4 47.70 FL 1 15 3 4 47 .71 FL
11 34 4 47.7 4 BW
1132 4 47 .0 7 FL
113 1 4 47.21 LG
1 12 8 4 46 .95 LG
1 127 4 46 .81 FL
1 12 4 44 6.82 LG
1 123 4 46 .69 FL
1121 446 .7 4 FL
1120 446 .9 4 LG
1 11 9 44 6.
83 LG
11 18 446.5 6 FL
111 3 4 47 .42 BW EC
11 11 447.4 3 BW MO C
111 0 4 47 .42 BW BC
11 07 44 6.5 7 FL @ CB
11 06 446 .50 FL @ CB
1 10 5 4 46 .83 LG
1104 446.9 5 LG
1 10 3 44 7.
13 LG
110 2 4 47 .20 L G
1099 4 47 .90 FL 109 8 4 48.08 LG
10 88 44 8.8 4 BW 0 " CF
10 87 44 9.1 9 BW 0" CF
108 6 4 49.33 BW 0 " CF
1 08 5 44 9.52 B W 0 " CF
1084 448.8 5 BW
1081 44 8.29 FL 1080 4 48.44 L G
1 07 3 448 .93 FL 1 07 2 44 9.05 LG
1 06 1 453.20 FL 10 60 4 53 .2 9 LG
105 9 4 52 .32 LG
1058 452 .5 6 LG 105 7 4 52 .42 FL
10 55 452.6 6 FL 1 05 4 4 52 .73 L G
10 53 452 .82 L G
1 052 4 52.72 FL
1 04 9 4 52 .76 FL10 48 4 52 .9 0 L G
1 04 7 4 53.
20 LG 104 6 45 3.06 FL
1 04 4 4 53.58 LG
1 043 45 3.49 FL
104 1 4 52 .69 FL
10 38 45 1.6 4 FL10 37 45 1.7 3 L G1036 451.7 7 LG
10 35 45 1.6 4 LG 10 34 45 1.57 FL
10 32 451.0 3 LG 1031 45 0.93 FL
1 029 4 50.34 FL
1 028 450.39 LG
102 3 4 49 .88 L G 1 02 2 4 49 .79 FL
1020 4 49.23 L G 101 9 44 9.19 FL
1 01 6 448.60 LG 10 15 44 8.5 2 FL
10 12 44 7.9 3 FL10 11 4 48 .04 L G
1 010 447.46 LG 10 09 4 47 .3 8 FL
1 006 4 47.16 FL
10 05 44 7.29 LG
10 04 44 7.2 0 LG
1 003 44 7.00 LG 100 2 446 .84 FL
16 97 44 8.4 0 ST PR K 16 96 44 8.39 ST PR K 169 5 4 48 .43 ST PR K 1 69 4 4 48.44 ST PRK 16 72 44 8.49 ST PR K LG
1 671 4 48 .50 ST PRK L G
16 50 44 9.6 3 ST PRK
1 649 4 49.65 ST PRK
16 48 44 9.64 ST PR K
1 64 7 449.63 ST PRK
16 46 4 49 .65 ST PR K
1645 449 .6 2 STP RK
1 644 44 9.71 ST PRK
16 43 449.7 2 ST PRK
1 642 4 49.82 ST PRK 164 1 449.75 ST PR K
164 0 449 .80 ST PR K
1 63 9 449.79 ST P RK
16 38 44 9.82 ST PR K
16 37 44 9.82 ST PR K
1 63 6 4 49 .86 ST PRK
16 35 44 9.8 4 ST PRK
1 634 4 49 .84 ST PRK
16 33 44 9.84 S TPR K
16 26 44 8.9 2 ST PRK LG
1 62 5 44 8.94 ST P RK L G
16 24 44 8.9 2 ST PRK LG
162 3 4 48 .95 ST PR K LG
16 22 44 9.00 ST PR K LG
1 62 1 44 9.03 ST PRK L G
1 620 4 49 .06 ST PRK L G
161 9 4 49 .07 ST PR K LG
1618 449.0 7 ST PRK LG
1617 4 49 .0 8 ST PRK LG
1 61 6 4 49.11 ST PRK L G
1615 44 9.12 S TPR K LG
1 614 449.14 ST PRK LG
1 61 3 449.17 ST P RK L G
1 612 4 49.18 ST PRK L G
161 1 44 9.19 ST PR K LG
161 0 449 .20 ST P RK L G
1 609 44 9.21 ST PRK LG
1 608 44 9.25 ST PRK L G
16 07 44 9.25 ST PR K LG
1 60 6 44 9.35 ST PRK L G
16 05 44 9.3 3 ST PRK LG
1 60 4 44 9.41 ST PRK L G
2 RK L G
15 76 44 9.79 ST PR K LG
15 75 44 9.7 9 ST PRK LG
1574 449 .8 5 ST PRK LG
15 73 449 .83 ST PR K LG
15 72 44 9.8 6 ST PRK LG
1 571 44 9.86 ST PRK L G
15 70 4 49 .8 5 ST PRK LG
156 9 449 .88 S TPR K LG
1 56 8 449 .96 ST P RK L G
1 567 44 9.98 ST PRK LG
15 65 449.9 9 ST PRK LG
15 64 45 0.01 ST PR K LG
15 63 450 .02 S TPR K LG
156 2 450 .03 STP RK L G
15 61 4 50 .06 ST PR K LG
156 0 450 .07 ST P RK
15 42 4 50 .4 8 ST PRK
1 541 4 50.48 ST PRK
15 40 45 0.42 ST PR K
15 39 4 50.4 2 ST PRK
1 53 8 4 50.41 ST PRK
153 7 4 50.
40 ST PRK
15 36 45 0.3 5 ST PRK
1535 45 0.3 3 S T PR K
1534 4 50 .30 ST PRK
15 33 45 0.29 S TPR K
15 32 4 50.2 6 ST PRK
153 1 4 50 .24 ST PR K
1 53 0 4 50.19 ST PRK
15 29 45 0.1 8 ST PRK
152 8 4 50 .17 ST PRK
1 52 7 45 0.11 S TPR K
152 6 45 0.13 ST PR K
15 25 45 0.1 5 ST PRK
152 4 449 .52 ST P RK L G
1 523 44 9.53 ST PRK L G
15 22 449 .5 5 ST PRK LG
152 1 4 49 .55 ST PR K L G
1 52 0 4 49 .57 ST PRK L G
151 9 4 49 .56 ST PR K LG
151 8 4 49 .59 ST PRK L G
1 517 4 49.61 ST PRK L G
1 51 6 449 .65 S TPR K LG
15 15 4 49 .67 ST PR K LG
1 49 7 449 .68 ST P RK
14 96 44 9.68 ST PR K
149 5 449 .52 ST PR K
1 49 4 449 .50 S TPR K
1458 4 49 .3 6 ST PRK
1457 449.3 9 ST PRK
145 6 4 49 .40 ST PR K
1 455 4 49 .42 ST PRK
14 10 44 9.9 3 ST PRK
14 09 449 .92 ST PR K
1 40 8 4 49.86 ST PRK 1 407 44 9.86 ST PRK
14 06 449.8 3 ST PRK
1 405 449.83 ST PRK
1 40 4 449.81 ST PRK
1 40 3 44 9.
79 ST PRK
1 40 2 4 49 .77 ST PRK
1 40 1 4 49 .77 ST PRK 14 00 449.7 8 ST PRK
13 99 449.7 9 ST PRK
1398 449.7 7 ST PRK
13 97 449.6 9 ST PRK
13 96 44 9.6 6 ST PRK
13 95 44 9.63 ST PR K
1394 44 9.6 3 ST P RK
1 39 3 449 .64 ST P RK
1 392 4 49.64 ST PRK
1 36 5 4 48 .49 ST PRK L G
1 36 4 448.49 ST P RK L G
1363 44 8.4 9 ST P RK LG
13 62 44 8.5 1 ST PRK LG
13 61 44 8.5 0 ST PR K LG
13 60 448.60 ST PRK LG
1 35 9 4 48 .60 ST PRK L G
13 58 44 8.63 ST PR K LG
13 57 4 48 .6 3 ST PRK LG
1 35 6 448 .65 S T PR K LG
13 55 44 8.6 5 ST PRK LG
1 35 4 4 48.67 ST PRK L G
135 3 4 48.70 ST PRK LG
1 35 2 448.70 ST P RK L G
13 51 44 8.7 0 ST PRK LG
1 35 0 4 48.74 ST PRK L G
1349 44 8.74 S TPR K LG
1 348 44 8.79 ST P RK LG
1 34 7 4 48 .78 ST PRK L G
13 20 4 49.2 7 ST PRK
1 31 9 4 49.
26 ST PRK
1 31 8 449.25 ST PRK
13 17 44 9.2 5 ST PRK
13 16 4 49.2 6 ST PRK
13 15 44 9.2 6 ST PRK
1314 4 49.25 ST PRK
13 13 44 9.1 9 ST PRK
13 12 449 .26 ST PR K
1 31 1 449.24 ST PRK
131 0 4 49 .25 ST PR K
1 30 9 44 9.25 ST PRK
1 308 4 49.22 ST PRK
130 7 449 .20 S TPR K
1 30 6 4 49 .17 ST PRK
1305 4 49.16 ST PRK
130 4 4 49 .13 ST PR K
13 03 449 .1 3 ST PRK
1 273 44 8.66 ST PRK 12 72 44 8.6 5 ST PRK
1 271 4 48 .50 ST PRK 1 27 0 4 48 .47 ST PRK
1269 4 48 .40 ST PRK 126 8 4 48 .39 ST PR K
1 267 44 8.42 ST PRK 1 26 6 4 48.44 ST PRK 1265 448.4 7 ST PRK 1 264 44 8.45 ST PRK 1263 448 .44 S TPR K 1 262 448.42 ST PRK 12 61 44 8.40 S TPR K 1260 448 .3 9 STP RK 169 3 44 8.47 LSLT
1669 4 49 .51 L SLT
166 2 4 49 .83 LSLT
129 2 4 50 .15 LSLT
117 0 448 .47 LSLT
114 5 4 48 .32 L SL T
1 14 2 4 48 .66 L SL T
1 13 9 4 47.70 L SL T
1 702 4 50.76 TR 1 .0D I2
17 01 450.1 6 TR 1.0D IA
170 0 45 0.
21 TR 2 .0DIA
1699 449.9 4 TR 2.0DIA
16 98 44 9.8 9 TR 2.0D IA
1 69 2 4 48 .44 TR 1 .0 DIA
16 91 448.4 7 TR 1.0D IA
1 690 44 8.
76 TR 1 .0DIA
1 68 9 4 49 .01 TR 1.0 DIA
16 65 449 .8 4 TR .60 DIA
16 64 449.8 0 TR .60 DIA
137 7 4 48 .94 TR EUC 1.0 D IA E.FACE
1287 45 0.4 3 TR PINE 3 .0D IA W.FAC E
128 6 450 .35 TR P IN E 2.0 DIA W.FACE
128 5 4 50.24 TR PIN E 2.0 DIA W.FACE
1 27 5 449.71 TR 2.5DIA W.FACE
12 74 449.5 1 TR 1.5D IA W.FAC E
11 69 448.8 6 TR 1.
0FT N.FACE
11 68 44 9.30 TR 1.0FT N.FACE
1 16 7 448 .45 TR L/O
11 66 44 8.83 TR 4.0FT O /S CL
1165 44 8.2 1 TR 1.0FT N.FACE
11 62 447 .2 8 L TPL
1144 4 49 .1 0 TR PINE 3.0D IA E .
FAC E
1 14 3 44 9.
55 TR PINE 3 .0 DIA S.FACE
11 41 4 48 .7 6 TR PINE 3.0D IA S.FA CE
1140 44 8.6 3 TR PINE 2 .0DIA S.FAC E
17 05 4 48 .8 6 WK 4.
50 1 670 44 9.
48 WK 4 .5
162 8 4 49 .85 WK L/O
1 627 4 49.88 WK 3.0 2 .0O /S
1 47 3 44 9.74 WK
14 25 45 0.6 9 WK TR ENC L
1424 45 0.61 WK TR E NCL
1 423 45 0.08 WK TR ENC L
142 1 4 50.80 WK TR EN CL
1 41 9 449 .51 WK TR ENCL
141 8 450 .12 WK TR E NCL
14 17 44 9.9 8 WK TR ENC L
1 416 44 9.41 WK TR ENCL
141 4 4 50 .42 WK TR EN CL
14 13 45 0.64 WK TR EN CL
1 411 45 0.16 WK TR ENC L
12 93 44 9.9 1 WK 5 .5
1 284 44 9.39 WK 6 .0
11 73 4 49 .5 0 WK 4.5 B EG FC WRO T I
R ON
117 2 4 49 .82 WK 4.5
1 15 0 448.13 WK 4.5 FT EC 11 49 4 48 .80 WK 4.5FTPO C
11 48 448.9 5 WK 4.5FT POC
1147 44 9.28 WK 4.5FT BC
1 146 4 49 .09 WK 4.5 FT
17 04 45 0.4 3 SV
1 703 45 0.22 SV
16 75 44 9.8 7 SV
1674 449.8 6 SV
119 1 4 46.95 SV AC
1 17 1 4 51 .35 SV
16 61 4 49 .70 O F CUVER ED PRK CO R NO EL EV
16 59 4 49 .3 8 O FC UVERE D PRK CO R NO ELEV
16 58 44 9.80 O F CUVER ED PRK CO R NO EL EV
1657 450.4 4 OF CUV ERED PR K COR N O EL EV
1 65 6 4 51.20 OF CUV ERED PR K COR N O ELEV
1 65 5 45 0.47 O FC UVERED PRK CO R NO E LEV
16 54 45 0.0 7 OF CU VERED PR K COR NO EL EV
165 3 45 0.
98 O F C UVER ED PRK CO R NO ELE V
1 65 2 450 .04 O F CUVER ED PRK C OR N O ELEV
16 51 4 49 .5 4 O FC UVERE D PRK CO R NO ELE V
1388 44 7.01 WTVA
13 87 44 6.8 9 WTVA 13 86 446 .8 8 WTVA 13 85 44 6.8 8 WTVA 11 36 44 7.5 7 WTVA
BM 2.5 " BRA SS DISC BM 3 200 3 TKC 4 47.26 112 5
116 4 447 .29 SD MH
1 27 6 44 8.24 IR VA
11 90 44 7.4 7 CL
117 7 448 .08 C L
116 1 4 48 .62 IRVA TO P VA
11 30 44 7.8 5 CL
1 129 44 7.67 CL
11 01 44 7.21 C L
11 00 44 7.7 2 CL
109 7 448 .34 C L
1 07 1 448.94 CL
10 70 44 9.6 3 CL
1 06 9 45 0.33 CL
10 68 45 0.9 0 CL
10 67 45 1.4 8 CL
1 06 6 452 .16 CL
10 65 452 .74 C L
1 064 4 52 .93 CL
106 3 453 .42 C L
1 277 4 48 .89 ECBX
1163 44 7.24 S NST
11 12 447.5 5 TVBX
1137 44 7.8 9 WTB O
11 38 4 48 .1 9 WTBO
1135 44 7.49 WTM T
104 4 48 .90 C P MAG NAIL
1344 44 9.6 7 SW @ BWCC
1343 449.6 4 SW @ BWCC
170 7 4 48 .90 C P
148 2 450 .38 CCS 148 1 4 50 .17 CCS
14 80 4 50 .2 1 CC S
14 83 45 0.42 C CS
7,854 sf 19,939 sf
RENOVATE "MAIN KITCHEN":
1,000 SF - WALK-IN COOLERS & FREEZERS
500 SF - DRY FOOD STORAGE
500 SF - DRY STORAGE (PAPER GOODS, ETC.)
2,000 SF - COOK LINES/HOT PRODUCTION
750 SF - PLATING
400 SF - POT WASHING
1,200 SF - DISH WASHING
600 SF - COMMON CHINA, FLATWARE, GLASS
STORAGE
250 SF - SMALLWARES STORAGE
200 SF - TRASH/RECYCLING/COMPOST
200 SF - CHEF, KITCHEN & STEWARDING OFFICES
250 SF - KITCHEN REST ROOMS & BREAK
7,850 SF - TOTAL
800 SF RETHERM PANTRY FOR UP TO 500
PLATED MEAL EVENTS. SPACE ALLOCATION
ASSUMES SOILED DISHES GO BACK TO MAIN
KITCHEN.
3 BEVERAGE/BUSSING
STATIONS ALONG BOH
CORRIDOR
2 BEVERAGE/BUSSING
STATIONS ALONG BOH
CORRIDOR
BANQUET BEVERAGE
PANTRY
MAIN
KITCHEN 301 sf 200 sf
RETHERM
PANTRY "A"
Expansion RETHERM
PANTRY "C"
102 sf 102 sf 102 sf
1,501 sf
EXISTING BALLROOM FOR
UP TO 1,000 SEAT PLATED MEAL
BANQUET BEVERAGE
PANTRY AND MAIN
BEVERAGE STORES
7,850 SF = $3,435,000
FOODSERVICE EQUIPMENT ONLY
1,500 SF = $750,000
FOODSERVICE EQUIPMENT ONLY
1,000 SF = $250,000
FOODSERVICE EQUIPMENT ONLY
300 SF = $93,750
FOODSERVICE EQUIPMENT ONLY
200 SF = $50,000
FOODSERVICE EQUIPMENT ONLY
801 sf
800 SF = $350,000
FOODSERVICE EQUIPMENT ONLY
300 SF = $75,000
FOODSERVICE EQUIPMENT ONLY
PHASE 1 - $870,000
FOODSERVICE EQUIPMENT ONLY
PHASE 2 - $3,430,000
FOODSERVICE EQUIPMENT ONLY
FOODSERVICE KITCHEN STRATEGY
- One Main Kitchen that supports three Retherm Pantries. - Retherm Pantries are added at high volume service areas. when those areas come on line. This allows for phased approach. - Retherm Pantries are relatively small. They are for "finishing" only.
Sizing is based on high volume banquet cooking technology -- blast chilling/retherm system.
- All food "production" occurs in the Main Kitchen. Most all food is "served" from the Retherm Pantries. Exceptions are slow season and small meetings and events -- boxed lunches and buffets. - For large banquet events, food cooked in Main Kitchen is blast chilled, then transported "cold" to a Retherm Pantry. Transportation can occur a day or two in advance. At time of service, food is rethermed. Some finishing also occurs, such as frying. Fried foods are best fried immediately before service.
- Cold transportation allows for advanced distribution and staging labor for food production. Food safety is enhanced. It also allows for a variety of transportation modes -- carts, tugs, with trained carts, and road vehicles.
- The Blast Chill/Retherm System is used in large convention centers and large casinos. It ensures high quality food, high speed service, and reduces labor cost.
1500 SF RETHERM
PANTRY FOR UP TO
1000 PLATED MEAL
EVENTS
1,010 sf
FOODSERVICE PHASING STRATEGY
PHASE 1:
- Build new Retherm Pantry "A" adjacent to Main Ballroom. - Retherm Pantry "A" is slightly over-sized because it will function as the only kitchen during Phase 2 when the Main Kitchen will be renovated. The Beverage Storage area will function as kitchen storage until the Main Kitchen is renovated.
- Build new Central Beverage Storage. After Phase 2, this space will also function as the Beverage Service Pantry for functions in the Main Ballroom.
PHASE 2:
- Full renovation of the Main Kitchen. Much of the kitchen has reached the end of it's useful life. Plus piping has collapsed under the kitchen.
But while a full renovation is likely required, any spaces or equipment that can be maintained will be saved for cost reduction. - At completion of the Main Kitchen renovation, move some production equipment from Retherm Pantry "A" to the Main Kitchen.
- At completion of Main Kitchen renovation, re-purpose the storage area at Retherm "A" from kitchen storage to it's ultimate intended use as beverage storage.
EXPANSION PHASES:
- Add Retherm Pantry "C", and associated beverage pantries and service stations, for the east expansion areas PALM SPRINGS CONVENTION CENTER FOODSERICE KEY PLAN - CONCEPT PHASE 1/32" = 1'-0" 4/29/26 Provide an allowance
for renovating
existing loading dock
area
renovate existing 900 sf room to
become the Pantry "C"
These spaces would be
incorporated into the
expansion areas
Kitchen Renovation and Related Food Service Improvements Base Scope - 4/30/2026 OPTION 1 - Renovation Existing Kitchen + Retherm pantries 137
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WT 7x141. 5
W36x19 4
WT7 x141. 5
WT 7x141. 5
W 12 1x 74
W 12 x 1 74
W 21x14 7 W21x 147
ts8x 8
ts8 x8
W12x35 W12x35
W12x35 W12x35
W12x35
W16 x 4 0 W18x 50
W1 6x4 0 W16 x 40 W16 x 40 W16x 40 W18x50 W18x 50
W1 6x40
W 16x4 0
W1 6x40
W1 6x40
W18x 50
W18 x 50
W16x 4 0 W1 6x40 W18 x5 0
W18x 50
W 61 x4 0
W1 6x4 0
W 1 6x4 0
W 16x40
Wall
Stor
Elec
Gen
W
Wall
Stor
Womens
Mens
10 Wall
Stor
Production
Control
5,331
Dry
Stor
1,017
Reg. Stor
Info/
Concierge
Dress
Wall
Stor Stor
BOH Circ
9 8 7 6 5 4 3 2
(TC)
Trans
former
Elec
Elec
Elec
Of
Meeting
Room
Meeting
Room
Meeting
Room
Meeting
Room
Palm
Room A
Palm
Room B
Palm
Room C
Palm
Room D
Mesquite
Room A
Mesquite
Room B
Mesquite
Room C
Pre-Function
BOH Circ
BOH Circ
Elec
Womens
Pantry Beer Elec
Mens
tel
Liquor
Womens
Mens
Pre-Function
1 Existing
Exhibit Hall
Proposed
Exhibit Hall
Registration
Admin
Table
Storage
Maintenance
Shop
Flex Space
Dish
Pot
Wash
Receiv
Lock
er Of
Cold
Stor
Cold Refrig
Prep
Elec
Stor
Elec
Mesquite
Room D
Terrace
Ante
Room
Board
Room
Stor
MLockLockW
Tel TV
Maintenance
Elec
Central
Plant
Catering
Office
Wall
Stor
Kitchen
Palm
Room E
Green
Sec
Rm
Dress
Womens
Mens
Mech
Room
Smoke
Tree
Spring
Meeting
Rooms
3A3B
4 1
2 PERSON
STANDING
CATV
WBM
M
WV
IR
D
IR
E
WV WV
WV
WV
449.41TC
448.95FL
449.89
450.34TC
449.84FL
451.32TC
450.82FL
452.20TC
451.70FL
452.21
453.01TC
452.51FL
453.71TC
453.20FL
453.80TC
453.28FL
453.45
453.46TC
TC
454.12TC
453.63FL
454.00TC
453.50FL
16. 354
453.86
54 . 4 52
453.71FS
453.69FS
453.74FS
453.75FS
454.29TC
453.77FL
454.55TC
454.05FL
454.48454.72
454.70TC
454.20FL
4 45
54.88 4.79TC
454.29FL
450.49
RIM
RIM
B/W
W/ B
W/ B
B/WB/W
B/W
IRR UTIL
IRR
IRR
WV
WV WV WV WV WV
WV
WV
WV
WV
WM
WM
WM
CATV
CATV
S
S
S
447.18TC
446.50FL
447.34TC
446.57FL
448.63TC
449.02TC
449.21TC
449.35TC
448.93FL
447.21TC
446.56FL
4 4
4 47.29TC
6.74FL
447.23TC
446.69FL
OUTLET
446.75FL
447.34TC
446.81FL
447.57TC
447.07FL
447.74TC
447.22FL
455.10EG
455.01FS
EXISTING WALK
EXISTING BUILDING
EXISTING WALK
EXISTING WALK
TEL UTIL BOX
451.47EG
4.85FS
451.63FS
5FS
450.82EG
450.00EG
451.03EG
450.71TC
450.30FS
450.13TC
449.63FS
450.70TC
450.66TC
450.60TC
450.56TC
450.51TC
449.99FS
450.45TC
450.36TC
450.01TC
449.84TC
449.58TC
450.11TC
449.74EG
449.09EG
448.84BW
449.19BW
449.33BW
449.52BW
453.24BW
452.32BW
451.50BW
450.55BW
447.87BW
449.48EG
447.74BW
448.86EG
449.35EG
449.50EG
449.82EG
449.27TC
448.78FS
448.87TC
448.41FL
448.61TC
449.54TC
449.07FL
448.50FS
448.88TC
448.52FS
448 6. 3FS
448.59FL
448.43TC
447.96FL
449.25TC
448.78FL
448.58TC
448.12FL
449.80TC
449.33FL
449.90TC
449.40FL
449.60FL
449.88FL
451.04TC
450.57FL
450.71TC
448.73FS
ALVARADO ROAD
43.35' N 0°14'17" E
164.66' N 48°03'09" E
N 41°56'51" W
N 48°03'09" E
97.32' N 41°56'51" W
24.00'
N 48°03'09" E
172.00' N 41°56'51" W
72.25' N 48°03'09" E
10.07'
N 89°55'50" E
684.90' N 0°04'10" W BASIS OF BEARINGS 93+15.10 94+00 95+00 96+00 97+00 98+00 99+00
EAST ANDREAS
1 035 0 451 .4 7 UTIL ITY BO X TEL
10 34 8 45 4.66 BL D. COR
1 0346 45 1.7 7 1 2" D ECIDUO US
1 034 5 4 51.8 8 12 " D ECIDUO US
1034 2 4 52.05 10" DE CIDUO US
103 41 453.01 1 0" DEC I
D UOU S
10 34 0 453.96 NG G RASS
10 339 4 54 .4 8 10 " D ECIDU OUS
103 37 45 5.11 1 0" DEC ID UOU S
1 03 36 45 5.0 1 N G GR ASS
10 33 5 454.67 1 2" DECID UOU S
1 03 34 454.7 7 NG G RASS
1033 3 4 54.74 NG GRASS
1 0332 45 4.5 9 NG GRA SS
1 03 28 455C.O23NC.
1032 7 45 5.1 2 C ONC .
10 321 45 3. CO21NC.
103 20 451.8 8 CO NC.
103 19 4 51.88 CON C.
1 03 13 451 .67 C ONC .
1 03 12 451 .6 3 CON C.
103 11 4 52C.O89NC.
10 308 45 5.00 C ONC .
10 30 7 45 5.04 B LD .C OR
10 306 45 5.
03 CO NC.
1 0304 4 55C.O01N C.
1 03 03 4 55C.2O4NC .
1 03 02 4 54 .59 BLD. CO R
10 30 0 449 .47 C ONC .
10 299 4 50 .20 TC
10 296 45 0.36 TC
10 294 4 50 .45 TC
1029 2 4 50 .56 TC
10 291 4 50 .60 TC
10 28 8 450.66 TC
1028 7 4 50 .7 0 TC
10284 450.71 TC
1028 2 4 50 .02 CO NC.
1 0281 45 0.0 3 CO NC.
102 74 45 0.6 9 TC
10 27 3 4 50.83 NG
1 02 72 450.7 2 NG
1 02 71 45 1.03 N G
1 02 70 451.0 0 NG
10 26 9 450 .82 NG
1 0265 45 4.0 9 NG
1 02 63 45 4.2 9 N G
10 26 0 453 .32 NG
10 259 4 53 .80 N G
1 02 56 452 .7 8 NG
10 25 4 4 52.89 NG
1 02 53 45 2.31 N G
102 51 45 2.2 7 NG
1 02 48 45 2.3 0 NG
1 02 47 45 2.33 N G
1 02 46 452.2 1 NG
1024 4 452 .2 7 NG
102 43 45 2.15 NG
1 02 42 451.71 NG
10239 451.54 NG
1 0237 45 1.7 5 NG
10 23 5 4 51 .22 NG
10 233 45 0.11 NG
1023 0 4 50 .89 NG
10 22 9 4 50.59
600 ..C L 8'
10 228 44 9.68 BUS HES CL 8 '
1 02 27 452.1 3 BUSH ES CL 8'
1022 6 4 52 .32 BUSH ES CL 8'
10 224 4 54 .24 BU SHES CL 8'
10 22 3 4 54.59 BU SHES CL 8'
1021 9 4 54 .74 GAS LINE 2"
1021 8 453.99 GAS LINE 2"
102 09 452 .0 3 NG
1020 8 4 51 .86 NG
1 0205 45 2.6 8 NG
1 02 04 452.4 0 NG
1 020 1 4 53 .0 9 NG
10 199 45 3.94 N G
101 97 454 .70 NG
1 0196 454.5 1 NG
1 01 94 45 4.06 N G
1 01 93 45 2.7 4 N G
1 01 91 45 3.35 N G
10 189 4 53.95 N G
1018 8 4 54 .33 NG
1 01 86 451 .8 1 NG
101 84 45 2.22 NG
101 82 452.62 NG
101 80 45 3.1 6 NG
10 178 45 3.52 N G
10 17 7 4 54.2 1 NG
101 76 454.52 NG
10 17 5 4 53.72 STONE 4 BO UL DERS
10 17 4 45 4.31 STONE
1 01 73 45 4.2 7 STO NE 1 0172 4 54.59 STON E
1 01 69 453.6 0 NG
101 67 45 3.01 NG
101 65 45 2.41 NG
1 01 63 451.9 0 NG
10 16 1 451 .72 NG
1 01 59 45 1.2 2 N G
10 15 8 4 50 .87 NG
101 56 44 9.60 NG
1 015 4 4 49.5 2 NG
101 53 44 9.65 NG
10 152 4 50.98 N G
10 15 1 45 0.59 NG
1014 4 4 49. C 65 O NC
1012 8 450.5 G 5 AS LINE
10 11 1 451 .5 G 0 AS LIN E
1 00 96 4 52.
G 32 AS LINE
10 074 45 3.2 G 4 AS LINE
1 00 24 4 55.10 M ASO NARY
1 00 22 455 .27 MASO NARY
1 00 21 4 55
M.28 ASO NARY 0 .4
10 013 45 4.95 18 " DECIDU OUS
453.97
TC TOP W HC RAMP
16 87 4 48 .6 1 TC
16 86 448.8 7 TC EC
1685 4 48 .8 7 TC MO C
1 680 448.88 TC BC
16 79 448 .78 A C FS 1 677 4 49 .27 TC
1 67 3 4 48.85 AC FS
1 66 8 4 49.07 AC FS 1 66 7 4 49 .54 TC
1630 44 9.36 A C FS 16 29 44 9.7 8 TC
1594 449.9 2 AC FS
1 591 45 1.
04 TC HP
1590 4 50.64 AC HP
1 589 4 50.80 AC HP
15 88 450.3 8 TC EC
15 87 45 0.2 6 TC M OC
1586 44 9.
85 AC FS
1 58 5 4 50 .26 TC BC
15 82 450.4 7 TC
1581 450.0 3 AC FS
1 580 44 9.92 AC FS
1579 450.3 6 TC
15 78 45 1.1 4 TC
157 7 4 50 .65 AC FS
1 559 45 0.30 AC FS
1558 45 0.75 TC
1 55 2 45 0.
61 1
TC BC
55 1 4 50 .60 TC EC
155 0 4 50 .71 TC
15 48 45 1.03 TC BC
154 7 4 50 .99 TC M OC
15 46 45 1.0 1 TC EC
1 54 3 4 51 .20 TC
1514 45 1.1 7 TC EC
15 13 45 0.79 TC BC
1 51 2 4 50.56 TC/FL
1 51 1 4 50.14 TC EC 1510 45 0.19 TC BC
1503 450 .59 TC
1 50 2 45 0.51 TC 150 1 44 9.99 AC FS
1489 449.9 0 TC MO C
1 48 6 449 .63 ACFS1 484 4 50.13 TC
14 78 450 .0 1 TC @ G ATE
14 77 44 9.8 7 TC M OC
14 76 4 49.8 4 TC @ GA TE
1 47 5 4 49.84 TC @ G ATE
14 74 4 49 .5 8 TC @ GATE
146 9 4 49 .62 TC E C
14 68 44 9.8 4 TC M OC
146 7 449 .77 TC B C
1 46 6 4 49.53 ACFS
1 46 5 4 50 .03 TC
14 53 45 0.1 1 TC
1 45 2 4 49.81 TC EC
1 44 8 449 .80 TC MO C
1 44 5 4 49.75 TC BC1 44 0 44 9.59 AC FS
1439 450 .0 6 TC
14 38 45 0.24 TC
143 7 449 .77 A C FS
143 6 4 50 .05 AC FS 143 5 4 50 .50 TC
14 32 4 49 .7 9 TC
14 31 44 9.3 2 AC FS
1430 450.2 7 AC FS 1 42 9 45 0.
78 TC
1428 449 .9 5 TC 1 42 7 449 .46 AC FS
1 426 4 49.68 AC FS
1 42 2 4 50 .96 TC
14 20 450.1 2 TC WK TR ENC L
1 41 5 45 0.
11 TC
14 12 45 0.9 3 TC WK TR EN CL
139 1 4 50 .25 TC R OTATE
13 90 44 9.5 1 TC RO TATE
13 89 4 48.4 4 TC
137 6 4 49 .12 AC FS 137 5 449 .58 TC
1 37 1 4 48 .87 TC EC
1 37 0 448.86 13 69 TC MO C 4 48 .8 6 TC BC
13 46 44 9.26 AC FS 1 34 5 4 49.66 TC
1 338 448.79 TC BTM X H C RAMP BC BC
133 7 4 48 .81 TC BTM X HC RA MP BC BC
133 6 4 49 .26 TC TO P X HC RAM P BC
1 335 4 49 .30 TC TOP X HC RAMP
13 34 4 49 .38 TC MOC 1 33 3 4 49 .39 TC BC
1 30 2 4 49 .33 AC FS
1 301 4 49 .78 TC
12 98 45 0.2 5 TC BC 12 97 44 9.72 AC FS 12 96 4 50 .1 3 TC MOC 12 95 449.5 8 AC FS 129 4 450 .04 TC E C
12 91 4 49.8 1 TC BC 12 90 44 9.2 8 AC FS
12 89 4 49 .1 1 AC FS
128 8 4 49 .50 TC EC
1283 44 9.6 0 TC BC
128 2 4 49 .58 TC M OC
12 81 4 49 .5 2 TC EC
1 28 0 44 9.
18 AC FS
127 9 449 .13 AC FS
12 78 44 8.44 TC
1 257 44 8.17 TC 12 56 4 48 .2 0 TC
1254 44 9.06 TC
1 253 4 48.60 AC FS
12 52 44 8.39 AC FS 12 51 44 8.7 5 TC EC 1 248 4 48 .58 TC BC 124 3 448 .43 TC
12 34 4 49 .2 6 TC BC
1 23 2 449.25 TC MO C
1 23 1 4 49 .29 TC EC1 229 44 9.07 AC FS 12 28 44 9.56 TC 12 22 4 48 .9 9 AC FS122 1 4 49.46 TC M OC TC
1218 4 46 .8 3 TC BTM X HC RAM P
1 217 4 47 .27 TC TOP X H C RAMP
1 207 4 46 .63 TC 0 " CF
12 06 44 6.8 2 TC PRC
120 5 446 .76 TC @ CB
1 20 4 4 46.78 TC @ CB
120 3 4 46 .75 TC @ C B
11 93 44 6.9 0 TC BC
11 87 44 7.0 3 TC
1 18 6 4 47.30 TC
118 3 44 7.58 TC
1180 447 .8 1 TC
1 175 4 47.74 TC
11 58 44 7.60 TC 1 15 6 4 47 .64 TC
1152 4 48 .1 8 TC
1 15 1 4 48.14 TC 11 33 44 7.5 7 TC
112 6 4 47.34 TC
11 22 44 7.2 3 TC ECR
11 17 446 .71 TC BTM X HC R AMP
111 6 4 46 .79 TC BTM X HC RAM P
11 15 447.2 9 TC TOP X HC RAM P
1 114 4 47.21 TC TOP X HC RAMP
11 09 447 .18 TC @ B CR CB
11 08 44 7.3 4 TC @ C B
1 096 45 0.28 TC PRC
10 95 45 0.22 TC
10 94 45 0.0 0 TC
1 09 3 4 49.59 AC FS
10 92 4 49.4 4 AC FS
1 09 1 44 9.81 TC
1 090 44 9.82 TC
1 08 9 44 9.72 TC
10 83 448 .63 TC TO P X
10 82 4 48.2 2 TC BTM X
1079 44 8.58 TC B TM X
1 078 449.02 TC TOP X
10 77 44 9.2 1 TC TOP X
10 76 448.8 2 TC BTM X
10 75 4 48 .9 6 TC BTM X
1 074 4 49 .35 TC TOP X
1062 45 3.
69 TC EC R
1 056 4 53.13 TC EC
10 51 45 3.1 9 TC BC
1 050 4 53 .28 TC EC
104 5 453 .58 TC BCR
1042 45 3.97 TC TO P W HC RAMP
104 0 4 52.
69 TC
10 39 452 .1 2 TC
10 33 45 2.01 TC
10 30 4 51 .3 9 TC
1 02 7 4 50.34 TC BTM X HC RAM P
10 26 45 0.4 4 TC BTM X HC RAM P
1 02 5 450 .89 TC TOP X HC R AMP
102 4 4 50 .74 TC TO P X HC RAMP
1 021 4 50 .26 TC
101 8 4 49 .65 TC
10 17 4 49 .4 1 TC
1 014 4 48.97 TC
101 3 4 48 .40 TC
10 08 44 7.84 TC BC
1 007 4 47.64 TC EC
1001 44 7.3 1 TC
1 00 0 452.93 TC
453.58
LG453.49
FL
16 88 44 8.2 0 LG
1 684 448.50 LG
1683 448.5 0 LG
168 2 448 .43 FL
1 68 1 448 .52 LG
1 67 8 449 .24 BW
167 6 4 49 .35 BWC C
16 66 44 9.5 6 BW
16 32 44 9.1 3 LG 16 31 4 49 .0 9 FL
15 93 450.6 4 LG
159 2 450 .57 FL
15 84 450 .34 BW @ B OC
15 83 4 50.5 7 BW CC
156 6 449 .88 FL
15 57 450.7 4 BW CC
1556 4 50 .0 3 LG
1 555 45 0.07 LG 1 554 450.17 LG
1 55 3 4 50 .15 LG
15 49 45 0.2 6 LG
1 54 5 45 1.
08 BW @ BO C
1 544 4 51.22 BW CC
1509 4 50 .40 BW EC
1 508 45 0.36 BW B C
1 50 7 4 50.27 BW EC 150 6 4 50 .35 BW BC
1 505 4 50 .68 BW CC
150 4 450 .64 BW C C
15 00 44 9.6 0 FL 1 499 449.68 LG
1 498 449.72 LG
14 93 44 9.40 FL
1492 4 49 .4 5 LG
14 91 4 49 .4 6 L G
149 0 4 49 .46 L G
1 48 8 44 9.93 B W @ B OC
1487 4 50 .17 BWCC
1 464 44 9.
32 FL
14 63 44 9.3 5 FL 1 46 2 4 49 .42 LG
1 46 1 44 9.34 LG
146 0 44 9.35 LG 1 459 4 49 .39 LG
1 45 4 45 0.16 BW CC
14 51 44 9.46 1450 LG 449.4 2 LG 14 49 449.3 9 L G
14 47 44 9.3 3 FL
1 44 6 449 .30 LG
144 4 449 .88 B WEC 1443 449.8 6 BW MO C
1442 44 9.8 2 BW BC
1441 450 .0 9 BW C C
1434 45 0.51 BW C C
14 33 44 9.8 8 BW CC 137 9 449 .88 BW C HECK
13 74 4 48.6 2 L G 1 373 448.59 FL
137 2 448 .41 FL
136 8 4 48.49 L G
1 367 4 48.48 LG
1 36 6 4 48 .50 L G
1342 44 9.4 6 BW EC
13 41 44 9.3 3 BW BC
13 40 449.3 6 BW EC
13 39 449.6 0 BW BC
13 32 4 48.8 4 FL
133 1 4 48 .80 FL
1 330 4 48 .79 FL
132 9 4 48 .73 FL
1 32 8 4 48.78 LG 1 327 44 8.80 LG
1 32 6 4 48.
83 LG
13 25 44 8.83 L G
132 4 4 48 .89 LG
13 23 44 8.9 0 LG
13 22 4 48.9 1 L G
1321 448.8 7 LG
1 300 44 9.
88 BW @ CC
1 299 450.14 BW @ BOC
1 25 9 44 7.73 FL
1 25 8 44 7.73 FL
1 25 5 44 9.24 BW CC
12 50 4 48.2 6 FL
1249 448 .1 2 FL 1 247 448.76 BW EC
1 24 6 44 8.
66 BW M OC 12 45 44 8.63 BW BC
12 44 4 48 .5 7 BW CC12 42 447.9 6 FL
1 241 448.09 LG
1 24 0 4 48.29 LG
12 39 448.3 2 FL
123 8 448 .38 L G
1237 44 8.37 L G
1 236 44 8.87 LG
1 235 4 48.83 L G
12 33 44 8.7 8 FL
12 30 448.8 7 LG
122 7 449 .64 B WC C
122 6 44 9.33 BW CC EC 1 225 4 49.29 BW CC M OC 12 24 449 .3 1 BW CC BC 1 223 4 49.52 BW CC
12 20 44 6.5 9 L G
1 216 4 46.71 FL12 15 44 6.66 L G 1214 4 46 .87 L G
12 13 44 6.84 L G
12 12 44 6.6 4 FL
121 1 446 .73 LG
1210 44 6.
64 LG 12 09 446 .48 FL 12 08 44 6.88 L G
12 02 445 .98 FL @ CB
12 01 4 46 .07 FL @ CB
12 00 44 6.29 FL
11 99 446 .5 0 L G 1 19 8 446.58 LG
1 197 446.53 LG
1196 44 6.4 8 LG
1 195 4 46 .51 LG
1 194 4 46.44 FL
1 18 9 4 46 .69 LG
11 88 446 .5 6 FL
11 85 44 6.82 FL
118 4 44 6.99 LG
1182 447.0 8 FL
11 81 447 .28 L G
1179 4 47 .3 1 FL
1 17 8 4 47.53 LG
1176 44 7.2 2 FL
11 74 447 .87 BW
11 60 44 6.75 FL @ OU TLET1 159 446.76 FL @ O UTLET
11 57 4 47 .0 5 FL 11 55 447.0 4 FL
1 15 4 4 47.70 FL 1 15 3 4 47 .71 FL
11 34 4 47.7 4 BW
1132 4 47 .0 7 FL
113 1 4 47.21 LG
1 12 8 4 46 .95 LG
1 127 4 46 .81 FL
1 12 4 44 6.82 LG
1 123 4 46 .69 FL
1121 446 .7 4 FL
1120 446 .9 4 LG
1 11 9 44 6.
83 LG
11 18 446.5 6 FL
111 3 4 47 .42 BW EC
11 11 447.4 3 BW MO C
111 0 4 47 .42 BW BC
11 07 44 6.5 7 FL @ CB
11 06 446 .50 FL @ CB
1 10 5 4 46 .83 LG
1104 446.9 5 LG
1 10 3 44 7.
13 LG
110 2 4 47 .20 L G
1099 4 47 .90 FL 109 8 4 48.08 LG
10 88 44 8.8 4 BW 0 " CF
10 87 44 9.1 9 BW 0" CF
108 6 4 49.33 BW 0 " CF
1 08 5 44 9.52 B W 0 " CF
1084 448.8 5 BW
1081 44 8.29 FL 1080 4 48.44 L G
1 07 3 448 .93 FL 1 07 2 44 9.05 LG
1 06 1 453.20 FL 10 60 4 53 .2 9 LG
105 9 4 52 .32 LG
1058 452 .5 6 LG 105 7 4 52 .42 FL
10 55 452.6 6 FL 1 05 4 4 52 .73 L G
10 53 452 .82 L G
1 052 4 52.72 FL
1 04 9 4 52 .76 FL10 48 4 52 .9 0 L G
1 04 7 4 53.
20 LG 104 6 45 3.06 FL
1 04 4 4 53.58 LG
1 043 45 3.49 FL
104 1 4 52 .69 FL
10 38 45 1.6 4 FL10 37 45 1.7 3 L G1036 451.7 7 LG
10 35 45 1.6 4 LG 10 34 45 1.57 FL
10 32 451.0 3 LG 1031 45 0.93 FL
1 029 4 50.34 FL
1 028 450.39 LG
102 3 4 49 .88 L G 1 02 2 4 49 .79 FL
1020 4 49.23 L G 101 9 44 9.19 FL
1 01 6 448.60 LG 10 15 44 8.5 2 FL
10 12 44 7.9 3 FL10 11 4 48 .04 L G
1 010 447.46 LG 10 09 4 47 .3 8 FL
1 006 4 47.16 FL
10 05 44 7.29 LG
10 04 44 7.2 0 LG
1 003 44 7.00 LG 100 2 446 .84 FL
16 97 44 8.4 0 ST PR K 16 96 44 8.39 ST PR K 169 5 4 48 .43 ST PR K 1 69 4 4 48.44 ST PRK 16 72 44 8.49 ST PR K LG
1 671 4 48 .50 ST PRK L G
16 50 44 9.6 3 ST PRK
1 649 4 49.65 ST PRK
16 48 44 9.64 ST PR K
1 64 7 449.63 ST PRK
16 46 4 49 .65 ST PR K
1645 449 .6 2 STP RK
1 644 44 9.71 ST PRK
16 43 449.7 2 ST PRK
1 642 4 49.82 ST PRK 164 1 449.75 ST PR K
164 0 449 .80 ST PR K
1 63 9 449.79 ST P RK
16 38 44 9.82 ST PR K
16 37 44 9.82 ST PR K
1 63 6 4 49 .86 ST PRK
16 35 44 9.8 4 ST PRK
1 634 4 49 .84 ST PRK
16 33 44 9.84 S TPR K
16 26 44 8.9 2 ST PRK LG
1 62 5 44 8.94 ST P RK L G
16 24 44 8.9 2 ST PRK LG
162 3 4 48 .95 ST PR K LG
16 22 44 9.00 ST PR K LG
1 62 1 44 9.03 ST PRK L G
1 620 4 49 .06 ST PRK L G
161 9 4 49 .07 ST PR K LG
1618 449.0 7 ST PRK LG
1617 4 49 .0 8 ST PRK LG
1 61 6 4 49.11 ST PRK L G
1615 44 9.12 S TPR K LG
1 614 449.14 ST PRK LG
1 61 3 449.17 ST P RK L G
1 612 4 49.18 ST PRK L G
161 1 44 9.19 ST PR K LG
161 0 449 .20 ST P RK L G
1 609 44 9.21 ST PRK LG
1 608 44 9.25 ST PRK L G
16 07 44 9.25 ST PR K LG
1 60 6 44 9.35 ST PRK L G
16 05 44 9.3 3 ST PRK LG
1 60 4 44 9.41 ST PRK L G
2 RK L G
15 76 44 9.79 ST PR K LG
15 75 44 9.7 9 ST PRK LG
1574 449 .8 5 ST PRK LG
15 73 449 .83 ST PR K LG
15 72 44 9.8 6 ST PRK LG
1 571 44 9.86 ST PRK L G
15 70 4 49 .8 5 ST PRK LG
156 9 449 .88 S TPR K LG
1 56 8 449 .96 ST P RK L G
1 567 44 9.98 ST PRK LG
15 65 449.9 9 ST PRK LG
15 64 45 0.01 ST PR K LG
15 63 450 .02 S TPR K LG
156 2 450 .03 STP RK L G
15 61 4 50 .06 ST PR K LG
156 0 450 .07 ST P RK
15 42 4 50 .4 8 ST PRK
1 541 4 50.48 ST PRK
15 40 45 0.42 ST PR K
15 39 4 50.4 2 ST PRK
1 53 8 4 50.41 ST PRK
153 7 4 50.
40 ST PRK
15 36 45 0.3 5 ST PRK
1535 45 0.3 3 S T PR K
1534 4 50 .30 ST PRK
15 33 45 0.29 S TPR K
15 32 4 50.2 6 ST PRK
153 1 4 50 .24 ST PR K
1 53 0 4 50.19 ST PRK
15 29 45 0.1 8 ST PRK
152 8 4 50 .17 ST PRK
1 52 7 45 0.11 S TPR K
152 6 45 0.13 ST PR K
15 25 45 0.1 5 ST PRK
152 4 449 .52 ST P RK L G
1 523 44 9.53 ST PRK L G
15 22 449 .5 5 ST PRK LG
152 1 4 49 .55 ST PR K L G
1 52 0 4 49 .57 ST PRK L G
151 9 4 49 .56 ST PR K LG
151 8 4 49 .59 ST PRK L G
1 517 4 49.61 ST PRK L G
1 51 6 449 .65 S TPR K LG
15 15 4 49 .67 ST PR K LG
1 49 7 449 .68 ST P RK
14 96 44 9.68 ST PR K
149 5 449 .52 ST PR K
1 49 4 449 .50 S TPR K
1458 4 49 .3 6 ST PRK
1457 449.3 9 ST PRK
145 6 4 49 .40 ST PR K
1 455 4 49 .42 ST PRK
14 10 44 9.9 3 ST PRK
14 09 449 .92 ST PR K
1 40 8 4 49.86 ST PRK 1 407 44 9.86 ST PRK
14 06 449.8 3 ST PRK
1 405 449.83 ST PRK
1 40 4 449.81 ST PRK
1 40 3 44 9.
79 ST PRK
1 40 2 4 49 .77 ST PRK
1 40 1 4 49 .77 ST PRK 14 00 449.7 8 ST PRK
13 99 449.7 9 ST PRK
1398 449.7 7 ST PRK
13 97 449.6 9 ST PRK
13 96 44 9.6 6 ST PRK
13 95 44 9.63 ST PR K
1394 44 9.6 3 ST P RK
1 39 3 449 .64 ST P RK
1 392 4 49.64 ST PRK
1 36 5 4 48 .49 ST PRK L G
1 36 4 448.49 ST P RK L G
1363 44 8.4 9 ST P RK LG
13 62 44 8.5 1 ST PRK LG
13 61 44 8.5 0 ST PR K LG
13 60 448.60 ST PRK LG
1 35 9 4 48 .60 ST PRK L G
13 58 44 8.63 ST PR K LG
13 57 4 48 .6 3 ST PRK LG
1 35 6 448 .65 S T PR K LG
13 55 44 8.6 5 ST PRK LG
1 35 4 4 48.67 ST PRK L G
135 3 4 48.70 ST PRK LG
1 35 2 448.70 ST P RK L G
13 51 44 8.7 0 ST PRK LG
1 35 0 4 48.74 ST PRK L G
1349 44 8.74 S TPR K LG
1 348 44 8.79 ST P RK LG
1 34 7 4 48 .78 ST PRK L G
13 20 4 49.2 7 ST PRK
1 31 9 4 49.
26 ST PRK
1 31 8 449.25 ST PRK
13 17 44 9.2 5 ST PRK
13 16 4 49.2 6 ST PRK
13 15 44 9.2 6 ST PRK
1314 4 49.25 ST PRK
13 13 44 9.1 9 ST PRK
13 12 449 .26 ST PR K
1 31 1 449.24 ST PRK
131 0 4 49 .25 ST PR K
1 30 9 44 9.25 ST PRK
1 308 4 49.22 ST PRK
130 7 449 .20 S TPR K
1 30 6 4 49 .17 ST PRK
1305 4 49.16 ST PRK
130 4 4 49 .13 ST PR K
13 03 449 .1 3 ST PRK
1 273 44 8.66 ST PRK 12 72 44 8.6 5 ST PRK
1 271 4 48 .50 ST PRK 1 27 0 4 48 .47 ST PRK
1269 4 48 .40 ST PRK 126 8 4 48 .39 ST PR K
1 267 44 8.42 ST PRK 1 26 6 4 48.44 ST PRK 1265 448.4 7 ST PRK 1 264 44 8.45 ST PRK 1263 448 .44 S TPR K 1 262 448.42 ST PRK 12 61 44 8.40 S TPR K 1260 448 .3 9 STP RK 169 3 44 8.47 LSLT
1669 4 49 .51 L SLT
166 2 4 49 .83 LSLT
129 2 4 50 .15 LSLT
117 0 448 .47 LSLT
114 5 4 48 .32 L SL T
1 14 2 4 48 .66 L SL T
1 13 9 4 47.70 L SL T
1 702 4 50.76 TR 1 .0D I2
17 01 450.1 6 TR 1.0D IA
170 0 45 0.
21 TR 2 .0DIA
1699 449.9 4 TR 2.0DIA
16 98 44 9.8 9 TR 2.0D IA
1 69 2 4 48 .44 TR 1 .0 DIA
16 91 448.4 7 TR 1.0D IA
1 690 44 8.
76 TR 1 .0DIA
1 68 9 4 49 .01 TR 1.0 DIA
16 65 449 .8 4 TR .60 DIA
16 64 449.8 0 TR .60 DIA
137 7 4 48 .94 TR EUC 1.0 D IA E.FACE
1287 45 0.4 3 TR PINE 3 .0D IA W.FAC E
128 6 450 .35 TR P IN E 2.0 DIA W.FACE
128 5 4 50.24 TR PIN E 2.0 DIA W.FACE
1 27 5 449.71 TR 2.5DIA W.FACE
12 74 449.5 1 TR 1.5D IA W.FAC E
11 69 448.8 6 TR 1.
0FT N.FACE
11 68 44 9.30 TR 1.0FT N.FACE
1 16 7 448 .45 TR L/O
11 66 44 8.83 TR 4.0FT O /S CL
1165 44 8.2 1 TR 1.0FT N.FACE
11 62 447 .2 8 L TPL
1144 4 49 .1 0 TR PINE 3.0D IA E .
FAC E
1 14 3 44 9.
55 TR PINE 3 .0 DIA S.FACE
11 41 4 48 .7 6 TR PINE 3.0D IA S.FA CE
1140 44 8.6 3 TR PINE 2 .0DIA S.FAC E
17 05 4 48 .8 6 WK 4.
50 1 670 44 9.
48 WK 4 .5
162 8 4 49 .85 WK L/O
1 627 4 49.88 WK 3.0 2 .0O /S
1 47 3 44 9.74 WK
14 25 45 0.6 9 WK TR ENC L
1424 45 0.61 WK TR E NCL
1 423 45 0.08 WK TR ENC L
142 1 4 50.80 WK TR EN CL
1 41 9 449 .51 WK TR ENCL
141 8 450 .12 WK TR E NCL
14 17 44 9.9 8 WK TR ENC L
1 416 44 9.41 WK TR ENCL
141 4 4 50 .42 WK TR EN CL
14 13 45 0.64 WK TR EN CL
1 411 45 0.16 WK TR ENC L
12 93 44 9.9 1 WK 5 .5
1 284 44 9.39 WK 6 .0
11 73 4 49 .5 0 WK 4.5 B EG FC WRO T I
R ON
117 2 4 49 .82 WK 4.5
1 15 0 448.13 WK 4.5 FT EC 11 49 4 48 .80 WK 4.5FTPO C
11 48 448.9 5 WK 4.5FT POC
1147 44 9.28 WK 4.5FT BC
1 146 4 49 .09 WK 4.5 FT
17 04 45 0.4 3 SV
1 703 45 0.22 SV
16 75 44 9.8 7 SV
1674 449.8 6 SV
119 1 4 46.95 SV AC
1 17 1 4 51 .35 SV
16 61 4 49 .70 O F CUVER ED PRK CO R NO EL EV
16 59 4 49 .3 8 O FC UVERE D PRK CO R NO ELEV
16 58 44 9.80 O F CUVER ED PRK CO R NO EL EV
1657 450.4 4 OF CUV ERED PR K COR N O EL EV
1 65 6 4 51.20 OF CUV ERED PR K COR N O ELEV
1 65 5 45 0.47 O FC UVERED PRK CO R NO E LEV
16 54 45 0.0 7 OF CU VERED PR K COR NO EL EV
165 3 45 0.
98 O F C UVER ED PRK CO R NO ELE V
1 65 2 450 .04 O F CUVER ED PRK C OR N O ELEV
16 51 4 49 .5 4 O FC UVERE D PRK CO R NO ELE V
1388 44 7.01 WTVA
13 87 44 6.8 9 WTVA 13 86 446 .8 8 WTVA 13 85 44 6.8 8 WTVA 11 36 44 7.5 7 WTVA
BM 2.5 " BRA SS DISC BM 3 200 3 TKC 4 47.26 112 5
116 4 447 .29 SD MH
1 27 6 44 8.24 IR VA
11 90 44 7.4 7 CL
117 7 448 .08 C L
116 1 4 48 .62 IRVA TO P VA
11 30 44 7.8 5 CL
1 129 44 7.67 CL
11 01 44 7.21 C L
11 00 44 7.7 2 CL
109 7 448 .34 C L
1 07 1 448.94 CL
10 70 44 9.6 3 CL
1 06 9 45 0.33 CL
10 68 45 0.9 0 CL
10 67 45 1.4 8 CL
1 06 6 452 .16 CL
10 65 452 .74 C L
1 064 4 52 .93 CL
106 3 453 .42 C L
1 277 4 48 .89 ECBX
1163 44 7.24 S NST
11 12 447.5 5 TVBX
1137 44 7.8 9 WTB O
11 38 4 48 .1 9 WTBO
1135 44 7.49 WTM T
104 4 48 .90 C P MAG NAIL
1344 44 9.6 7 SW @ BWCC
1343 449.6 4 SW @ BWCC
170 7 4 48 .90 C P
148 2 450 .38 CCS 148 1 4 50 .17 CCS
14 80 4 50 .2 1 CC S
14 83 45 0.42 C CS
1,501 sf
29,049 sf
1500 SF RETHERM
PANTRY FOR UP TO 1500
PLATED MEAL EVENTS
3 BEVERAGE/BUSSING
STATIONS ALONG BOH
CORRIDOR
400 SF BANQUET
BEVERAGE PANTRY
102 sf 102 sf 102 sf
403 sf
ADD ALTERNATE FUTURE RETHERM
PANTRY "B" FUTURE EVENT SPACE UP
TO 1,500 SEAT PLATED MEAL
New exterior enclosure BOH
service corridor. include new
exit doors 1,500 SF = $656,000
FOODSERVICE EQUIPMENT ONLY
400 SF = $100,000
FOODSERVICE EQUIPMENT ONLY
300 SF = $93,750
FOODSERVICE EQUIPMENT ONLY
PANTRY "B":
- See scope to the right. Portion of table
storage room renovated to be a retherm
pantry/
PALM SPRINGS CONVENTION CENTER
FOODSERICE KEY PLAN - CONCEPT PHASE 1/32" = 1'-0" 4/29/26 1,472 sf
Remove all existing
decommissioned central
plant equipment. Add an
allowance for a table and
chair vertical racking
system
pantry can't block the
truck entry into
OASIS Kitchen Renovation and Related Food Service Improvements Base Scope - 4/30/2026 OPTION 1 - Renovation Existing Kitchen + ADD ALT Retherm pantry 138
O – Page 674 of 1296
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W14x14 5
W1 0 x3 3
W1 0x33
W 10x 33
st x8 8
t s
8x 8
ts 8x 8
ts8x8
ts
8x 8
W10x3 3
W10 x45 W10x4 5
W10x3 3
W14x1 20
W14 x68
W14x211
W 14x211
W 14x 211
W12x5 0
W T x7 21 8 5.
W 27x 146
W T7 1x 82 5.
21x 7T W 5. 8
W27x1 46
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W 7T 21x .5 8 W27x146
W 7 T 21x 5. 8
T W x7 21 . 8 5 W 27x146
T W 7 2 1x . 85
WT 7x128 .5
W27x 146
WT 7x128 .5
W 82 1x7T 5.
W27 x146
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WT 7x 21 8 5.
W2 7x 1 4 6
WT7 x 12 8 5.
W 7T x
1 82 . 5
W2 7 x1 4 6
W T x7 1 82 .
5 WT7x1 41. 5 W3 6x194
WT7x1 41. 5
WT7x1 41. 5 W 36x194
WT7x141 .5
WT7x14 1.5 W3 6x194
WT 7x141. 5
W36x19 4
WT7 x141. 5
WT 7x141. 5
W 12 1x 74
W 12 x 1 74
W 21x14 7 W21x 147
ts8x 8
ts8 x8
W12x35 W12x35
W12x35 W12x35
W12x35
W16 x 4 0 W18x 50
W1 6x4 0 W16 x 40 W16 x 40 W16x 40 W18x50 W18x 50
W1 6x40
W 16x4 0
W1 6x40
W1 6x40
W18x 50
W18 x 50
W16x 4 0 W1 6x40 W18 x5 0
W18x 50
W 61 x4 0
W1 6x4 0
W 1 6x4 0
W 16x40
Wall
Stor
Elec
Gen
W
Wall
Stor
Womens
Mens
10 Wall
Stor
Production
Control
5,331
Dry
Stor
1,017
Reg. Stor
Info/
Concierge
Dress
Wall
Stor Stor
BOH Circ
9 8 7 6 5 4 3 2
(TC)
Trans
former
Elec
Elec
Elec
Of
Meeting
Room
Meeting
Room
Meeting
Room
Meeting
Room
Palm
Room A
Palm
Room B
Palm
Room C
Palm
Room D
Mesquite
Room A
Mesquite
Room B
Mesquite
Room C
Pre-Function
BOH Circ
BOH Circ
Elec
Womens
Pantry Beer Elec
Mens
tel
Liquor
Womens
Mens
Pre-Function
1 Existing
Exhibit Hall
Proposed
Exhibit Hall
Registration
Admin
Table
Storage
Maintenance
Shop
Flex Space
Dish
Pot
Wash
Receiv
Lock
er Of
Cold
Stor
Cold Refrig
Prep
Elec
Stor
Elec
Mesquite
Room D
Terrace
Ante
Room
Board
Room
Stor
MLockLockW
Tel TV
Maintenance
Elec
Central
Plant
Catering
Office
Wall
Stor
Kitchen
Palm
Room E
Green
Sec
Rm
Dress
Womens
Mens
Mech
Room
Smoke
Tree
Spring
Meeting
Rooms
3A3B
4 1
2 PERSON
STANDING
CATV
WBM
M
WV
IR
D
IR
E
WV WV
WV
WV
449.41TC
448.95FL
449.89
450.34TC
449.84FL
451.32TC
450.82FL
452.20TC
451.70FL
452.21
453.01TC
452.51FL
453.71TC
453.20FL
453.80TC
453.28FL
453.45
453.46TC
TC
454.12TC
453.63FL
454.00TC
453.50FL
16. 354
453.86
54 . 4 52
453.71FS
453.69FS
453.74FS
453.75FS
454.29TC
453.77FL
454.55TC
454.05FL
454.48454.72
454.70TC
454.20FL
4 45
54.88 4.79TC
454.29FL
450.49
RIM
RIM
B/W
W/ B
W/ B
B/WB/W
B/W
IRR UTIL
IRR
IRR
WV
WV WV WV WV WV
WV
WV
WV
WV
WM
WM
WM
CATV
CATV
S
S
S
447.18TC
446.50FL
447.34TC
446.57FL
448.63TC
449.02TC
449.21TC
449.35TC
448.93FL
447.21TC
446.56FL
4 4
4 47.29TC
6.74FL
447.23TC
446.69FL
OUTLET
446.75FL
447.34TC
446.81FL
447.57TC
447.07FL
447.74TC
447.22FL
455.10EG
455.01FS
EXISTING WALK
EXISTING BUILDING
EXISTING WALK
EXISTING WALK
TEL UTIL BOX
451.47EG
4.85FS
451.63FS
5FS
450.82EG
450.00EG
451.03EG
450.71TC
450.30FS
450.13TC
449.63FS
450.70TC
450.66TC
450.60TC
450.56TC
450.51TC
449.99FS
450.45TC
450.36TC
450.01TC
449.84TC
449.58TC
450.11TC
449.74EG
449.09EG
448.84BW
449.19BW
449.33BW
449.52BW
453.24BW
452.32BW
451.50BW
450.55BW
447.87BW
449.48EG
447.74BW
448.86EG
449.35EG
449.50EG
449.82EG
449.27TC
448.78FS
448.87TC
448.41FL
448.61TC
449.54TC
449.07FL
448.50FS
448.88TC
448.52FS
448 6. 3FS
448.59FL
448.43TC
447.96FL
449.25TC
448.78FL
448.58TC
448.12FL
449.80TC
449.33FL
449.90TC
449.40FL
449.60FL
449.88FL
451.04TC
450.57FL
450.71TC
448.73FS
ALVARADO ROAD
43.35' N 0°14'17" E
164.66' N 48°03'09" E
N 41°56'51" W
N 48°03'09" E
97.32' N 41°56'51" W
24.00'
N 48°03'09" E
172.00' N 41°56'51" W
72.25' N 48°03'09" E
10.07'
N 89°55'50" E
684.90' N 0°04'10" W BASIS OF BEARINGS 93+15.10 94+00 95+00 96+00 97+00 98+00 99+00
EAST ANDREAS
1 035 0 451 .4 7 UTIL ITY BO X TEL
10 34 8 45 4.66 BL D. COR
1 0346 45 1.7 7 1 2" D ECIDUO US
1 034 5 4 51.8 8 12 " D ECIDUO US
1034 2 4 52.05 10" DE CIDUO US
103 41 453.01 1 0" DEC I
D UOU S
10 34 0 453.96 NG G RASS
10 339 4 54 .4 8 10 " D ECIDU OUS
103 37 45 5.11 1 0" DEC ID UOU S
1 03 36 45 5.0 1 N G GR ASS
10 33 5 454.67 1 2" DECID UOU S
1 03 34 454.7 7 NG G RASS
1033 3 4 54.74 NG GRASS
1 0332 45 4.5 9 NG GRA SS
1 03 28 455C.O23NC.
1032 7 45 5.1 2 C ONC .
10 321 45 3. CO21NC.
103 20 451.8 8 CO NC.
103 19 4 51.88 CON C.
1 03 13 451 .67 C ONC .
1 03 12 451 .6 3 CON C.
103 11 4 52C.O89NC.
10 308 45 5.00 C ONC .
10 30 7 45 5.04 B LD .C OR
10 306 45 5.
03 CO NC.
1 0304 4 55C.O01N C.
1 03 03 4 55C.2O4NC .
1 03 02 4 54 .59 BLD. CO R
10 30 0 449 .47 C ONC .
10 299 4 50 .20 TC
10 296 45 0.36 TC
10 294 4 50 .45 TC
1029 2 4 50 .56 TC
10 291 4 50 .60 TC
10 28 8 450.66 TC
1028 7 4 50 .7 0 TC
10284 450.71 TC
1028 2 4 50 .02 CO NC.
1 0281 45 0.0 3 CO NC.
102 74 45 0.6 9 TC
10 27 3 4 50.83 NG
1 02 72 450.7 2 NG
1 02 71 45 1.03 N G
1 02 70 451.0 0 NG
10 26 9 450 .82 NG
1 0265 45 4.0 9 NG
1 02 63 45 4.2 9 N G
10 26 0 453 .32 NG
10 259 4 53 .80 N G
1 02 56 452 .7 8 NG
10 25 4 4 52.89 NG
1 02 53 45 2.31 N G
102 51 45 2.2 7 NG
1 02 48 45 2.3 0 NG
1 02 47 45 2.33 N G
1 02 46 452.2 1 NG
1024 4 452 .2 7 NG
102 43 45 2.15 NG
1 02 42 451.71 NG
10239 451.54 NG
1 0237 45 1.7 5 NG
10 23 5 4 51 .22 NG
10 233 45 0.11 NG
1023 0 4 50 .89 NG
10 22 9 4 50.59
600 ..C L 8'
10 228 44 9.68 BUS HES CL 8 '
1 02 27 452.1 3 BUSH ES CL 8'
1022 6 4 52 .32 BUSH ES CL 8'
10 224 4 54 .24 BU SHES CL 8'
10 22 3 4 54.59 BU SHES CL 8'
1021 9 4 54 .74 GAS LINE 2"
1021 8 453.99 GAS LINE 2"
102 09 452 .0 3 NG
1020 8 4 51 .86 NG
1 0205 45 2.6 8 NG
1 02 04 452.4 0 NG
1 020 1 4 53 .0 9 NG
10 199 45 3.94 N G
101 97 454 .70 NG
1 0196 454.5 1 NG
1 01 94 45 4.06 N G
1 01 93 45 2.7 4 N G
1 01 91 45 3.35 N G
10 189 4 53.95 N G
1018 8 4 54 .33 NG
1 01 86 451 .8 1 NG
101 84 45 2.22 NG
101 82 452.62 NG
101 80 45 3.1 6 NG
10 178 45 3.52 N G
10 17 7 4 54.2 1 NG
101 76 454.52 NG
10 17 5 4 53.72 STONE 4 BO UL DERS
10 17 4 45 4.31 STONE
1 01 73 45 4.2 7 STO NE 1 0172 4 54.59 STON E
1 01 69 453.6 0 NG
101 67 45 3.01 NG
101 65 45 2.41 NG
1 01 63 451.9 0 NG
10 16 1 451 .72 NG
1 01 59 45 1.2 2 N G
10 15 8 4 50 .87 NG
101 56 44 9.60 NG
1 015 4 4 49.5 2 NG
101 53 44 9.65 NG
10 152 4 50.98 N G
10 15 1 45 0.59 NG
1014 4 4 49. C 65 O NC
1012 8 450.5 G 5 AS LINE
10 11 1 451 .5 G 0 AS LIN E
1 00 96 4 52.
G 32 AS LINE
10 074 45 3.2 G 4 AS LINE
1 00 24 4 55.10 M ASO NARY
1 00 22 455 .27 MASO NARY
1 00 21 4 55
M.28 ASO NARY 0 .4
10 013 45 4.95 18 " DECIDU OUS
453.97
TC TOP W HC RAMP
16 87 4 48 .6 1 TC
16 86 448.8 7 TC EC
1685 4 48 .8 7 TC MO C
1 680 448.88 TC BC
16 79 448 .78 A C FS 1 677 4 49 .27 TC
1 67 3 4 48.85 AC FS
1 66 8 4 49.07 AC FS 1 66 7 4 49 .54 TC
1630 44 9.36 A C FS 16 29 44 9.7 8 TC
1594 449.9 2 AC FS
1 591 45 1.
04 TC HP
1590 4 50.64 AC HP
1 589 4 50.80 AC HP
15 88 450.3 8 TC EC
15 87 45 0.2 6 TC M OC
1586 44 9.
85 AC FS
1 58 5 4 50 .26 TC BC
15 82 450.4 7 TC
1581 450.0 3 AC FS
1 580 44 9.92 AC FS
1579 450.3 6 TC
15 78 45 1.1 4 TC
157 7 4 50 .65 AC FS
1 559 45 0.30 AC FS
1558 45 0.75 TC
1 55 2 45 0.
61 1
TC BC
55 1 4 50 .60 TC EC
155 0 4 50 .71 TC
15 48 45 1.03 TC BC
154 7 4 50 .99 TC M OC
15 46 45 1.0 1 TC EC
1 54 3 4 51 .20 TC
1514 45 1.1 7 TC EC
15 13 45 0.79 TC BC
1 51 2 4 50.56 TC/FL
1 51 1 4 50.14 TC EC 1510 45 0.19 TC BC
1503 450 .59 TC
1 50 2 45 0.51 TC 150 1 44 9.99 AC FS
1489 449.9 0 TC MO C
1 48 6 449 .63 ACFS1 484 4 50.13 TC
14 78 450 .0 1 TC @ G ATE
14 77 44 9.8 7 TC M OC
14 76 4 49.8 4 TC @ GA TE
1 47 5 4 49.84 TC @ G ATE
14 74 4 49 .5 8 TC @ GATE
146 9 4 49 .62 TC E C
14 68 44 9.8 4 TC M OC
146 7 449 .77 TC B C
1 46 6 4 49.53 ACFS
1 46 5 4 50 .03 TC
14 53 45 0.1 1 TC
1 45 2 4 49.81 TC EC
1 44 8 449 .80 TC MO C
1 44 5 4 49.75 TC BC1 44 0 44 9.59 AC FS
1439 450 .0 6 TC
14 38 45 0.24 TC
143 7 449 .77 A C FS
143 6 4 50 .05 AC FS 143 5 4 50 .50 TC
14 32 4 49 .7 9 TC
14 31 44 9.3 2 AC FS
1430 450.2 7 AC FS 1 42 9 45 0.
78 TC
1428 449 .9 5 TC 1 42 7 449 .46 AC FS
1 426 4 49.68 AC FS
1 42 2 4 50 .96 TC
14 20 450.1 2 TC WK TR ENC L
1 41 5 45 0.
11 TC
14 12 45 0.9 3 TC WK TR EN CL
139 1 4 50 .25 TC R OTATE
13 90 44 9.5 1 TC RO TATE
13 89 4 48.4 4 TC
137 6 4 49 .12 AC FS 137 5 449 .58 TC
1 37 1 4 48 .87 TC EC
1 37 0 448.86 13 69 TC MO C 4 48 .8 6 TC BC
13 46 44 9.26 AC FS 1 34 5 4 49.66 TC
1 338 448.79 TC BTM X H C RAMP BC BC
133 7 4 48 .81 TC BTM X HC RA MP BC BC
133 6 4 49 .26 TC TO P X HC RAM P BC
1 335 4 49 .30 TC TOP X HC RAMP
13 34 4 49 .38 TC MOC 1 33 3 4 49 .39 TC BC
1 30 2 4 49 .33 AC FS
1 301 4 49 .78 TC
12 98 45 0.2 5 TC BC 12 97 44 9.72 AC FS 12 96 4 50 .1 3 TC MOC 12 95 449.5 8 AC FS 129 4 450 .04 TC E C
12 91 4 49.8 1 TC BC 12 90 44 9.2 8 AC FS
12 89 4 49 .1 1 AC FS
128 8 4 49 .50 TC EC
1283 44 9.6 0 TC BC
128 2 4 49 .58 TC M OC
12 81 4 49 .5 2 TC EC
1 28 0 44 9.
18 AC FS
127 9 449 .13 AC FS
12 78 44 8.44 TC
1 257 44 8.17 TC 12 56 4 48 .2 0 TC
1254 44 9.06 TC
1 253 4 48.60 AC FS
12 52 44 8.39 AC FS 12 51 44 8.7 5 TC EC 1 248 4 48 .58 TC BC 124 3 448 .43 TC
12 34 4 49 .2 6 TC BC
1 23 2 449.25 TC MO C
1 23 1 4 49 .29 TC EC1 229 44 9.07 AC FS 12 28 44 9.56 TC 12 22 4 48 .9 9 AC FS122 1 4 49.46 TC M OC TC
1218 4 46 .8 3 TC BTM X HC RAM P
1 217 4 47 .27 TC TOP X H C RAMP
1 207 4 46 .63 TC 0 " CF
12 06 44 6.8 2 TC PRC
120 5 446 .76 TC @ CB
1 20 4 4 46.78 TC @ CB
120 3 4 46 .75 TC @ C B
11 93 44 6.9 0 TC BC
11 87 44 7.0 3 TC
1 18 6 4 47.30 TC
118 3 44 7.58 TC
1180 447 .8 1 TC
1 175 4 47.74 TC
11 58 44 7.60 TC 1 15 6 4 47 .64 TC
1152 4 48 .1 8 TC
1 15 1 4 48.14 TC 11 33 44 7.5 7 TC
112 6 4 47.34 TC
11 22 44 7.2 3 TC ECR
11 17 446 .71 TC BTM X HC R AMP
111 6 4 46 .79 TC BTM X HC RAM P
11 15 447.2 9 TC TOP X HC RAM P
1 114 4 47.21 TC TOP X HC RAMP
11 09 447 .18 TC @ B CR CB
11 08 44 7.3 4 TC @ C B
1 096 45 0.28 TC PRC
10 95 45 0.22 TC
10 94 45 0.0 0 TC
1 09 3 4 49.59 AC FS
10 92 4 49.4 4 AC FS
1 09 1 44 9.81 TC
1 090 44 9.82 TC
1 08 9 44 9.72 TC
10 83 448 .63 TC TO P X
10 82 4 48.2 2 TC BTM X
1079 44 8.58 TC B TM X
1 078 449.02 TC TOP X
10 77 44 9.2 1 TC TOP X
10 76 448.8 2 TC BTM X
10 75 4 48 .9 6 TC BTM X
1 074 4 49 .35 TC TOP X
1062 45 3.
69 TC EC R
1 056 4 53.13 TC EC
10 51 45 3.1 9 TC BC
1 050 4 53 .28 TC EC
104 5 453 .58 TC BCR
1042 45 3.97 TC TO P W HC RAMP
104 0 4 52.
69 TC
10 39 452 .1 2 TC
10 33 45 2.01 TC
10 30 4 51 .3 9 TC
1 02 7 4 50.34 TC BTM X HC RAM P
10 26 45 0.4 4 TC BTM X HC RAM P
1 02 5 450 .89 TC TOP X HC R AMP
102 4 4 50 .74 TC TO P X HC RAMP
1 021 4 50 .26 TC
101 8 4 49 .65 TC
10 17 4 49 .4 1 TC
1 014 4 48.97 TC
101 3 4 48 .40 TC
10 08 44 7.84 TC BC
1 007 4 47.64 TC EC
1001 44 7.3 1 TC
1 00 0 452.93 TC
453.58
LG453.49
FL
16 88 44 8.2 0 LG
1 684 448.50 LG
1683 448.5 0 LG
168 2 448 .43 FL
1 68 1 448 .52 LG
1 67 8 449 .24 BW
167 6 4 49 .35 BWC C
16 66 44 9.5 6 BW
16 32 44 9.1 3 LG 16 31 4 49 .0 9 FL
15 93 450.6 4 LG
159 2 450 .57 FL
15 84 450 .34 BW @ B OC
15 83 4 50.5 7 BW CC
156 6 449 .88 FL
15 57 450.7 4 BW CC
1556 4 50 .0 3 LG
1 555 45 0.07 LG 1 554 450.17 LG
1 55 3 4 50 .15 LG
15 49 45 0.2 6 LG
1 54 5 45 1.
08 BW @ BO C
1 544 4 51.22 BW CC
1509 4 50 .40 BW EC
1 508 45 0.36 BW B C
1 50 7 4 50.27 BW EC 150 6 4 50 .35 BW BC
1 505 4 50 .68 BW CC
150 4 450 .64 BW C C
15 00 44 9.6 0 FL 1 499 449.68 LG
1 498 449.72 LG
14 93 44 9.40 FL
1492 4 49 .4 5 LG
14 91 4 49 .4 6 L G
149 0 4 49 .46 L G
1 48 8 44 9.93 B W @ B OC
1487 4 50 .17 BWCC
1 464 44 9.
32 FL
14 63 44 9.3 5 FL 1 46 2 4 49 .42 LG
1 46 1 44 9.34 LG
146 0 44 9.35 LG 1 459 4 49 .39 LG
1 45 4 45 0.16 BW CC
14 51 44 9.46 1450 LG 449.4 2 LG 14 49 449.3 9 L G
14 47 44 9.3 3 FL
1 44 6 449 .30 LG
144 4 449 .88 B WEC 1443 449.8 6 BW MO C
1442 44 9.8 2 BW BC
1441 450 .0 9 BW C C
1434 45 0.51 BW C C
14 33 44 9.8 8 BW CC 137 9 449 .88 BW C HECK
13 74 4 48.6 2 L G 1 373 448.59 FL
137 2 448 .41 FL
136 8 4 48.49 L G
1 367 4 48.48 LG
1 36 6 4 48 .50 L G
1342 44 9.4 6 BW EC
13 41 44 9.3 3 BW BC
13 40 449.3 6 BW EC
13 39 449.6 0 BW BC
13 32 4 48.8 4 FL
133 1 4 48 .80 FL
1 330 4 48 .79 FL
132 9 4 48 .73 FL
1 32 8 4 48.78 LG 1 327 44 8.80 LG
1 32 6 4 48.
83 LG
13 25 44 8.83 L G
132 4 4 48 .89 LG
13 23 44 8.9 0 LG
13 22 4 48.9 1 L G
1321 448.8 7 LG
1 300 44 9.
88 BW @ CC
1 299 450.14 BW @ BOC
1 25 9 44 7.73 FL
1 25 8 44 7.73 FL
1 25 5 44 9.24 BW CC
12 50 4 48.2 6 FL
1249 448 .1 2 FL 1 247 448.76 BW EC
1 24 6 44 8.
66 BW M OC 12 45 44 8.63 BW BC
12 44 4 48 .5 7 BW CC12 42 447.9 6 FL
1 241 448.09 LG
1 24 0 4 48.29 LG
12 39 448.3 2 FL
123 8 448 .38 L G
1237 44 8.37 L G
1 236 44 8.87 LG
1 235 4 48.83 L G
12 33 44 8.7 8 FL
12 30 448.8 7 LG
122 7 449 .64 B WC C
122 6 44 9.33 BW CC EC 1 225 4 49.29 BW CC M OC 12 24 449 .3 1 BW CC BC 1 223 4 49.52 BW CC
12 20 44 6.5 9 L G
1 216 4 46.71 FL12 15 44 6.66 L G 1214 4 46 .87 L G
12 13 44 6.84 L G
12 12 44 6.6 4 FL
121 1 446 .73 LG
1210 44 6.
64 LG 12 09 446 .48 FL 12 08 44 6.88 L G
12 02 445 .98 FL @ CB
12 01 4 46 .07 FL @ CB
12 00 44 6.29 FL
11 99 446 .5 0 L G 1 19 8 446.58 LG
1 197 446.53 LG
1196 44 6.4 8 LG
1 195 4 46 .51 LG
1 194 4 46.44 FL
1 18 9 4 46 .69 LG
11 88 446 .5 6 FL
11 85 44 6.82 FL
118 4 44 6.99 LG
1182 447.0 8 FL
11 81 447 .28 L G
1179 4 47 .3 1 FL
1 17 8 4 47.53 LG
1176 44 7.2 2 FL
11 74 447 .87 BW
11 60 44 6.75 FL @ OU TLET1 159 446.76 FL @ O UTLET
11 57 4 47 .0 5 FL 11 55 447.0 4 FL
1 15 4 4 47.70 FL 1 15 3 4 47 .71 FL
11 34 4 47.7 4 BW
1132 4 47 .0 7 FL
113 1 4 47.21 LG
1 12 8 4 46 .95 LG
1 127 4 46 .81 FL
1 12 4 44 6.82 LG
1 123 4 46 .69 FL
1121 446 .7 4 FL
1120 446 .9 4 LG
1 11 9 44 6.
83 LG
11 18 446.5 6 FL
111 3 4 47 .42 BW EC
11 11 447.4 3 BW MO C
111 0 4 47 .42 BW BC
11 07 44 6.5 7 FL @ CB
11 06 446 .50 FL @ CB
1 10 5 4 46 .83 LG
1104 446.9 5 LG
1 10 3 44 7.
13 LG
110 2 4 47 .20 L G
1099 4 47 .90 FL 109 8 4 48.08 LG
10 88 44 8.8 4 BW 0 " CF
10 87 44 9.1 9 BW 0" CF
108 6 4 49.33 BW 0 " CF
1 08 5 44 9.52 B W 0 " CF
1084 448.8 5 BW
1081 44 8.29 FL 1080 4 48.44 L G
1 07 3 448 .93 FL 1 07 2 44 9.05 LG
1 06 1 453.20 FL 10 60 4 53 .2 9 LG
105 9 4 52 .32 LG
1058 452 .5 6 LG 105 7 4 52 .42 FL
10 55 452.6 6 FL 1 05 4 4 52 .73 L G
10 53 452 .82 L G
1 052 4 52.72 FL
1 04 9 4 52 .76 FL10 48 4 52 .9 0 L G
1 04 7 4 53.
20 LG 104 6 45 3.06 FL
1 04 4 4 53.58 LG
1 043 45 3.49 FL
104 1 4 52 .69 FL
10 38 45 1.6 4 FL10 37 45 1.7 3 L G1036 451.7 7 LG
10 35 45 1.6 4 LG 10 34 45 1.57 FL
10 32 451.0 3 LG 1031 45 0.93 FL
1 029 4 50.34 FL
1 028 450.39 LG
102 3 4 49 .88 L G 1 02 2 4 49 .79 FL
1020 4 49.23 L G 101 9 44 9.19 FL
1 01 6 448.60 LG 10 15 44 8.5 2 FL
10 12 44 7.9 3 FL10 11 4 48 .04 L G
1 010 447.46 LG 10 09 4 47 .3 8 FL
1 006 4 47.16 FL
10 05 44 7.29 LG
10 04 44 7.2 0 LG
1 003 44 7.00 LG 100 2 446 .84 FL
16 97 44 8.4 0 ST PR K 16 96 44 8.39 ST PR K 169 5 4 48 .43 ST PR K 1 69 4 4 48.44 ST PRK 16 72 44 8.49 ST PR K LG
1 671 4 48 .50 ST PRK L G
16 50 44 9.6 3 ST PRK
1 649 4 49.65 ST PRK
16 48 44 9.64 ST PR K
1 64 7 449.63 ST PRK
16 46 4 49 .65 ST PR K
1645 449 .6 2 STP RK
1 644 44 9.71 ST PRK
16 43 449.7 2 ST PRK
1 642 4 49.82 ST PRK 164 1 449.75 ST PR K
164 0 449 .80 ST PR K
1 63 9 449.79 ST P RK
16 38 44 9.82 ST PR K
16 37 44 9.82 ST PR K
1 63 6 4 49 .86 ST PRK
16 35 44 9.8 4 ST PRK
1 634 4 49 .84 ST PRK
16 33 44 9.84 S TPR K
16 26 44 8.9 2 ST PRK LG
1 62 5 44 8.94 ST P RK L G
16 24 44 8.9 2 ST PRK LG
162 3 4 48 .95 ST PR K LG
16 22 44 9.00 ST PR K LG
1 62 1 44 9.03 ST PRK L G
1 620 4 49 .06 ST PRK L G
161 9 4 49 .07 ST PR K LG
1618 449.0 7 ST PRK LG
1617 4 49 .0 8 ST PRK LG
1 61 6 4 49.11 ST PRK L G
1615 44 9.12 S TPR K LG
1 614 449.14 ST PRK LG
1 61 3 449.17 ST P RK L G
1 612 4 49.18 ST PRK L G
161 1 44 9.19 ST PR K LG
161 0 449 .20 ST P RK L G
1 609 44 9.21 ST PRK LG
1 608 44 9.25 ST PRK L G
16 07 44 9.25 ST PR K LG
1 60 6 44 9.35 ST PRK L G
16 05 44 9.3 3 ST PRK LG
1 60 4 44 9.41 ST PRK L G
2 RK L G
15 76 44 9.79 ST PR K LG
15 75 44 9.7 9 ST PRK LG
1574 449 .8 5 ST PRK LG
15 73 449 .83 ST PR K LG
15 72 44 9.8 6 ST PRK LG
1 571 44 9.86 ST PRK L G
15 70 4 49 .8 5 ST PRK LG
156 9 449 .88 S TPR K LG
1 56 8 449 .96 ST P RK L G
1 567 44 9.98 ST PRK LG
15 65 449.9 9 ST PRK LG
15 64 45 0.01 ST PR K LG
15 63 450 .02 S TPR K LG
156 2 450 .03 STP RK L G
15 61 4 50 .06 ST PR K LG
156 0 450 .07 ST P RK
15 42 4 50 .4 8 ST PRK
1 541 4 50.48 ST PRK
15 40 45 0.42 ST PR K
15 39 4 50.4 2 ST PRK
1 53 8 4 50.41 ST PRK
153 7 4 50.
40 ST PRK
15 36 45 0.3 5 ST PRK
1535 45 0.3 3 S T PR K
1534 4 50 .30 ST PRK
15 33 45 0.29 S TPR K
15 32 4 50.2 6 ST PRK
153 1 4 50 .24 ST PR K
1 53 0 4 50.19 ST PRK
15 29 45 0.1 8 ST PRK
152 8 4 50 .17 ST PRK
1 52 7 45 0.11 S TPR K
152 6 45 0.13 ST PR K
15 25 45 0.1 5 ST PRK
152 4 449 .52 ST P RK L G
1 523 44 9.53 ST PRK L G
15 22 449 .5 5 ST PRK LG
152 1 4 49 .55 ST PR K L G
1 52 0 4 49 .57 ST PRK L G
151 9 4 49 .56 ST PR K LG
151 8 4 49 .59 ST PRK L G
1 517 4 49.61 ST PRK L G
1 51 6 449 .65 S TPR K LG
15 15 4 49 .67 ST PR K LG
1 49 7 449 .68 ST P RK
14 96 44 9.68 ST PR K
149 5 449 .52 ST PR K
1 49 4 449 .50 S TPR K
1458 4 49 .3 6 ST PRK
1457 449.3 9 ST PRK
145 6 4 49 .40 ST PR K
1 455 4 49 .42 ST PRK
14 10 44 9.9 3 ST PRK
14 09 449 .92 ST PR K
1 40 8 4 49.86 ST PRK 1 407 44 9.86 ST PRK
14 06 449.8 3 ST PRK
1 405 449.83 ST PRK
1 40 4 449.81 ST PRK
1 40 3 44 9.
79 ST PRK
1 40 2 4 49 .77 ST PRK
1 40 1 4 49 .77 ST PRK 14 00 449.7 8 ST PRK
13 99 449.7 9 ST PRK
1398 449.7 7 ST PRK
13 97 449.6 9 ST PRK
13 96 44 9.6 6 ST PRK
13 95 44 9.63 ST PR K
1394 44 9.6 3 ST P RK
1 39 3 449 .64 ST P RK
1 392 4 49.64 ST PRK
1 36 5 4 48 .49 ST PRK L G
1 36 4 448.49 ST P RK L G
1363 44 8.4 9 ST P RK LG
13 62 44 8.5 1 ST PRK LG
13 61 44 8.5 0 ST PR K LG
13 60 448.60 ST PRK LG
1 35 9 4 48 .60 ST PRK L G
13 58 44 8.63 ST PR K LG
13 57 4 48 .6 3 ST PRK LG
1 35 6 448 .65 S T PR K LG
13 55 44 8.6 5 ST PRK LG
1 35 4 4 48.67 ST PRK L G
135 3 4 48.70 ST PRK LG
1 35 2 448.70 ST P RK L G
13 51 44 8.7 0 ST PRK LG
1 35 0 4 48.74 ST PRK L G
1349 44 8.74 S TPR K LG
1 348 44 8.79 ST P RK LG
1 34 7 4 48 .78 ST PRK L G
13 20 4 49.2 7 ST PRK
1 31 9 4 49.
26 ST PRK
1 31 8 449.25 ST PRK
13 17 44 9.2 5 ST PRK
13 16 4 49.2 6 ST PRK
13 15 44 9.2 6 ST PRK
1314 4 49.25 ST PRK
13 13 44 9.1 9 ST PRK
13 12 449 .26 ST PR K
1 31 1 449.24 ST PRK
131 0 4 49 .25 ST PR K
1 30 9 44 9.25 ST PRK
1 308 4 49.22 ST PRK
130 7 449 .20 S TPR K
1 30 6 4 49 .17 ST PRK
1305 4 49.16 ST PRK
130 4 4 49 .13 ST PR K
13 03 449 .1 3 ST PRK
1 273 44 8.66 ST PRK 12 72 44 8.6 5 ST PRK
1 271 4 48 .50 ST PRK 1 27 0 4 48 .47 ST PRK
1269 4 48 .40 ST PRK 126 8 4 48 .39 ST PR K
1 267 44 8.42 ST PRK 1 26 6 4 48.44 ST PRK 1265 448.4 7 ST PRK 1 264 44 8.45 ST PRK 1263 448 .44 S TPR K 1 262 448.42 ST PRK 12 61 44 8.40 S TPR K 1260 448 .3 9 STP RK 169 3 44 8.47 LSLT
1669 4 49 .51 L SLT
166 2 4 49 .83 LSLT
129 2 4 50 .15 LSLT
117 0 448 .47 LSLT
114 5 4 48 .32 L SL T
1 14 2 4 48 .66 L SL T
1 13 9 4 47.70 L SL T
1 702 4 50.76 TR 1 .0D I2
17 01 450.1 6 TR 1.0D IA
170 0 45 0.
21 TR 2 .0DIA
1699 449.9 4 TR 2.0DIA
16 98 44 9.8 9 TR 2.0D IA
1 69 2 4 48 .44 TR 1 .0 DIA
16 91 448.4 7 TR 1.0D IA
1 690 44 8.
76 TR 1 .0DIA
1 68 9 4 49 .01 TR 1.0 DIA
16 65 449 .8 4 TR .60 DIA
16 64 449.8 0 TR .60 DIA
137 7 4 48 .94 TR EUC 1.0 D IA E.FACE
1287 45 0.4 3 TR PINE 3 .0D IA W.FAC E
128 6 450 .35 TR P IN E 2.0 DIA W.FACE
128 5 4 50.24 TR PIN E 2.0 DIA W.FACE
1 27 5 449.71 TR 2.5DIA W.FACE
12 74 449.5 1 TR 1.5D IA W.FAC E
11 69 448.8 6 TR 1.
0FT N.FACE
11 68 44 9.30 TR 1.0FT N.FACE
1 16 7 448 .45 TR L/O
11 66 44 8.83 TR 4.0FT O /S CL
1165 44 8.2 1 TR 1.0FT N.FACE
11 62 447 .2 8 L TPL
1144 4 49 .1 0 TR PINE 3.0D IA E .
FAC E
1 14 3 44 9.
55 TR PINE 3 .0 DIA S.FACE
11 41 4 48 .7 6 TR PINE 3.0D IA S.FA CE
1140 44 8.6 3 TR PINE 2 .0DIA S.FAC E
17 05 4 48 .8 6 WK 4.
50 1 670 44 9.
48 WK 4 .5
162 8 4 49 .85 WK L/O
1 627 4 49.88 WK 3.0 2 .0O /S
1 47 3 44 9.74 WK
14 25 45 0.6 9 WK TR ENC L
1424 45 0.61 WK TR E NCL
1 423 45 0.08 WK TR ENC L
142 1 4 50.80 WK TR EN CL
1 41 9 449 .51 WK TR ENCL
141 8 450 .12 WK TR E NCL
14 17 44 9.9 8 WK TR ENC L
1 416 44 9.41 WK TR ENCL
141 4 4 50 .42 WK TR EN CL
14 13 45 0.64 WK TR EN CL
1 411 45 0.16 WK TR ENC L
12 93 44 9.9 1 WK 5 .5
1 284 44 9.39 WK 6 .0
11 73 4 49 .5 0 WK 4.5 B EG FC WRO T I
R ON
117 2 4 49 .82 WK 4.5
1 15 0 448.13 WK 4.5 FT EC 11 49 4 48 .80 WK 4.5FTPO C
11 48 448.9 5 WK 4.5FT POC
1147 44 9.28 WK 4.5FT BC
1 146 4 49 .09 WK 4.5 FT
17 04 45 0.4 3 SV
1 703 45 0.22 SV
16 75 44 9.8 7 SV
1674 449.8 6 SV
119 1 4 46.95 SV AC
1 17 1 4 51 .35 SV
16 61 4 49 .70 O F CUVER ED PRK CO R NO EL EV
16 59 4 49 .3 8 O FC UVERE D PRK CO R NO ELEV
16 58 44 9.80 O F CUVER ED PRK CO R NO EL EV
1657 450.4 4 OF CUV ERED PR K COR N O EL EV
1 65 6 4 51.20 OF CUV ERED PR K COR N O ELEV
1 65 5 45 0.47 O FC UVERED PRK CO R NO E LEV
16 54 45 0.0 7 OF CU VERED PR K COR NO EL EV
165 3 45 0.
98 O F C UVER ED PRK CO R NO ELE V
1 65 2 450 .04 O F CUVER ED PRK C OR N O ELEV
16 51 4 49 .5 4 O FC UVERE D PRK CO R NO ELE V
1388 44 7.01 WTVA
13 87 44 6.8 9 WTVA 13 86 446 .8 8 WTVA 13 85 44 6.8 8 WTVA 11 36 44 7.5 7 WTVA
BM 2.5 " BRA SS DISC BM 3 200 3 TKC 4 47.26 112 5
116 4 447 .29 SD MH
1 27 6 44 8.24 IR VA
11 90 44 7.4 7 CL
117 7 448 .08 C L
116 1 4 48 .62 IRVA TO P VA
11 30 44 7.8 5 CL
1 129 44 7.67 CL
11 01 44 7.21 C L
11 00 44 7.7 2 CL
109 7 448 .34 C L
1 07 1 448.94 CL
10 70 44 9.6 3 CL
1 06 9 45 0.33 CL
10 68 45 0.9 0 CL
10 67 45 1.4 8 CL
1 06 6 452 .16 CL
10 65 452 .74 C L
1 064 4 52 .93 CL
106 3 453 .42 C L
1 277 4 48 .89 ECBX
1163 44 7.24 S NST
11 12 447.5 5 TVBX
1137 44 7.8 9 WTB O
11 38 4 48 .1 9 WTBO
1135 44 7.49 WTM T
104 4 48 .90 C P MAG NAIL
1344 44 9.6 7 SW @ BWCC
1343 449.6 4 SW @ BWCC
170 7 4 48 .90 C P
148 2 450 .38 CCS 148 1 4 50 .17 CCS
14 80 4 50 .2 1 CC S
14 83 45 0.42 C CS
3,302 sf
19,939 sf 29,049 sf
1,330 SF STAGING PANTRY. SPACE
ALLOCATION ASSUMES SOILED DISHES GO
BACK TO SOUTH KITCHEN.
3 BEVERAGE/BUSSING
STATIONS ALONG BOH
CORRIDOR
3 BEVERAGE/BUSSING
STATIONS ALONG BOH
CORRIDOR
2 BEVERAGE/BUSSING
STATIONS ALONG BOH
CORRIDOR
BANQUET BEVERAGE
PANTRY
RENOVATED
SOUTH
KITCHEN 200 sf 102 sf 102 sf 102 sf
102 sf 102 sf 102 sf
FUTURE EVENT SPACE UP
TO 1,500 SEAT PLATED MEAL
EXISTING BALLROOM FOR
UP TO 1,000 SEAT PLATED MEAL
CONSIDER EXTENSION OF
BOH COORIDOR FOR
PROPER SERVICE OF
FUTURE EVENT SPACE.
FUTURE EXPANSION.
ASSUMING JR. BALLROM WILL
ACCOMMODATE UP TO 500 SEAT
PLATED MEAL.
7,850 SF = $3,435,000
FOODSERVICE EQUIPMENT ONLY
6,200 SF = $2,713,000
FOODSERVICE EQUIPMENT ONLY
1,000 SF = $250,000
FOODSERVICE
EQUIPMENT ONLY
300 SF = $93,750
FOODSERVICE EQUIPMENT ONLY
300 SF = $93,750
FOODSERVICE EQUIPMENT ONLY
200 SF = $50,000
FOODSERVICE EQUIPMENT ONLY
1,330 sf 1,330 SF = $500,000
FOODSERVICE EQUIPMENT ONLY MAINTAIN EXISTING
PHASE 1 - $3,057,000
FOODSERVICE EQUIPMENT ONLY
PHASE 2 - $1,444,000
FOODSERVICE EQUIPMENT ONLY
FOODSERVICE KITCHEN STRATEGY
- Two kitchens, one serves the north, one serves the south. - The North Kitchen is larger and acts as a commissary kitchen that supports all F&B.
- The North Kitchen serves the existing ballroom and the new flex ballroom space in the east end of the Ex-Hall. Service is conducted through existing corridors.
- Recommend adding beverage/service stations along service corridors where shown.
- Recommend a new Central Beverage Storage Room in the space currently occupied by the decommissioned Central Plant. - The South Kitchen is smaller and is more of a
"finish kitchen". It is supported by the North Kitchen. - The South Kitchen serves all existing, renovated, and new event spaces in the south portion of the complex.
- For events in the Spring rooms and future expansion to the east, the South Kitchen will work in conjunction with a new staging pantry located at the existing Smoke Tree room.
FOODSERVICE PHASING STRATEGY
PHASE 1:
- Build new North Kitchen adjacent to Main Ballroom.
- The North Kitchen will be over-sized because it will function as the only kitchen during Phase 2 when the South Kitchen will be renovated, and long-term it will provide some "commissary" functions in support of all F&B operations.
- Build new Central Beverage Storage. After Phase 2, this space will also function as the Beverage Service Pantry for functions in the north portion of the complex.
- Build a new dedicated F&B loading dock. This will be the only foodservice dock long-term.
PHASE 2:
- Renovation of the South Kitchen to a smaller finish kitchen. Food deliveries will come from the North Kitchen.
FUTURE PHASES:
- Add Staging Pantry and service stations as needed when more function space is created via conversion of existing spaces or new construction. PALM SPRINGS CONVENTION CENTER
FOODSERICE KEY PLAN - OPTION 2 1/32" = 1'-0" 5/4/26
ASSUMES NEW STAGING
PANTRY TO SERVE SPRING
ROOMS AND NEW EXPANSION.
6,198 sf
NEW
NORTH
KITCHEN
1,003 sf
CENTRAL BEVERAGE
STORES
PHASE 2 - RENOVATE SOUTH KITCHEN:
400 SF - WALK-IN COOLERS & FREEZERS
200 SF - DRY FOOD STORAGE
200 SF - DRY STORAGE (PAPER GOODS, ETC.)
700 SF - COOK LINES/HOT PRODUCTION
300 SF - PLATING
300 SF - POT WASHING
600 SF - DISH WASHING
200 SF - COMMON CHINA, FLATWARE, GLASS
STORAGE
100 SF - SMALLWARES STORAGE
100 SF - TRASH/RECYCLING/COMPOST
100 SF - CHEF, KITCHEN & STEWARDING OFFICES
100 SF - KITCHEN REST ROOMS & BREAK
3,300 SF - TOTAL
PHASE 1 - BUILD NORTH KITCHEN:
800 SF - WALK-IN COOLERS & FREEZERS
400 SF - DRY FOOD STORAGE
400 SF - DRY STORAGE (PAPER GOODS, ETC.)
1,500 SF - COOK LINES/HOT PRODUCTION
500 SF - PLATING
400 SF - POT WASHING
1,000 SF - DISH WASHING
400 SF - COMMON CHINA, FLATWARE, GLASS
STORAGE
200 SF - SMALLWARES STORAGE
200 SF - TRASH/RECYCLING/COMPOST
200 SF - CHEF, KITCHEN & STEWARDING OFFICES
200 SF - KITCHEN REST ROOMS & BREAK
6,200 SF - TOTAL NORTH SOUTH NORTH SOUTH
NEW
STAGING
PANTRY
NEW WEST EVENT
SPACES/MEETING ROOMS
NEW
F&B
DOCK FUTURE PHASE - $93, 750
FUTURE PHASE
$550,000
Kitchen Renovation and Related Food Service Improvements Base Scope - 4/30/2026 OPTION 2 - Relocation of main kitchen + Retherm pantries 139
O – Page 675 of 1296
ID Task Name Start Finish
1 Meetings/Workshops/PresentationsFri 6/12/26 Thu 3/18/27 2 Schematic Design Kick-Off Mtg Fri 6/12/26 Fri 6/12/263 PSCC Work Session (SD) Thu 7/9/26 Thu 7/9/264 PSCC Work Session (SD) Thu 7/30/26 Thu 7/30/265 PSCC Work Session (SD) Thu 8/20/26 Thu 8/20/266 PSCC Work Session (DD) Thu 9/17/26 Thu 9/17/267 PSCC Work Session (DD) Thu 10/8/26 Thu 10/8/268 PSCC Work Session (DD) Thu 10/29/26 Thu 10/29/269 PSCC Work Session (DD) Thu 11/19/26 Thu 11/19/26 10 PSCC Work Session (DD) Thu 12/10/26 Thu 12/10/2611 SD Stakeholder Presentation Thu 8/20/26 Thu 8/20/2612 DD Stakeholder Presentation Thu 11/19/26 Thu 11/19/2613 CD Stakeholder Presentation??
Thu 3/18/27 Thu 3/18/27
14 Sustainability Charrette? Thu 7/9/26 Thu 7/9/2615 Entitlements Tue 9/22/26 Wed 10/28/2616 Planning Commission Tue 9/22/26 Tue 9/22/2617 Architectural Review Committee
Mon 10/19/26 Mon 10/19/26
18 City Council Presentation Wed 10/28/26 Wed 10/28/2619 Design and Documentation Mon 6/15/26 Mon 6/28/2720 Schematic Design (SD) 12wks Mon 6/15/26 Fri 9/4/2621 SD 100% Pricing/Approval Mon 9/7/26 Fri 10/16/2622 Design Development (DD) 15wks
Mon 9/7/26 Fri 12/18/26
23 DD 100% Pricing/Approval Mon 12/21/26 Fri 1/29/2724 Construction Documents (CD) 18wks
Mon 12/21/26 Fri 4/23/27
25 CD 90% Pricing/Approval Mon 4/26/27 Fri 5/14/2726 Building Permit Submittal and Approval
Mon 4/5/27 Mon 6/28/27
27 CD 100% / Issued for
Construction
Mon 6/28/27 Mon 6/28/27
28 Construction Administration (18
mths)
Mon 7/5/27 Fri 12/29/28
29 Project Closeout Mon 11/27/28 Fri 1/26/29
Meetings/Workshops/Presentations
Schematic Design Kick-Off Mtg
SD Stakeholder Presentation
DD Stakeholder Presentation
CD Stakeholder Presentation??
Sustainability Charrette?
Entitlements
Planning Commission
Architectural Review Committee
City Council Presentation
Design and Documentation
Schematic Design (SD) 12wks
SD 100% Pricing/Approval
Design Development (DD) 15wks
DD 100% Pricing/Approval
Construction Documents (CD) 18wks
CD 90% Pricing/Approval
Building Permit Submittal and Approval
CD 100% / Issued for Construction
Construction Administration (18 mths)
Project Closeout
Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Qtr 3, 2026 Qtr 4, 2026 Qtr 1, 2027 Qtr 2, 2027 Qtr 3, 2027 Qtr 4, 2027 Qtr 1, 2028 Qtr 2, 2028 Qtr 3, 2028 Qtr 4, 2028 Qtr 1, 2029 Preliminary Design SchedulePalm Springs CC Modernization ProjectFri 5/22/26 Preliminary Design Schedule - Palm Springs Convention Center Modernization Project - DRAFT5/22/2026 140
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CITY OF PALM SPRINGS – PUBLIC INTEGRITY
DISCLOSURE
APPLICANT DISCLOSURE FORM
(Revised 05/16/19)
PUBLIC INTEGRITY DISCLOSURE
APPLICANT DISCLOSURE FORM
1. Name of Entity
2. Address of Entity (Principle Place of Business)
3. Local or California Address (if different than #2)
4. State where Entity is Registered with Secretary of State If other than California, is the Entity also registered in California? F Yes F No
5. Type of Entity
F Corporation F Limited Liability Company F Partnership F Trust F Other (please specify)
6. Officers, Directors, Members, Managers, Trustees, Other Fiduciaries (please specify) Note:
If any response is not a natural person, please identify all officers, directors, members, managers and other fiduciaries for the member, manager, trust or other entity F Officer F Director F Member F Manager
[name]
F General Partner F Limited Partner
F Other
F Officer F Director F Member F Manager
[name]
F General Partner F Limited Partner
F Other
F Officer F Director F Member F Manager
[name]
F General Partner F Limited Partner
F Other
LMN Architects LLP
801 Second Avenue, Suite 501
Washington
X
X
LLP
X
X
X
Samuel Miller
Pamela Trevithick
Julie Adams
X Management Committee
Management Committee
Management Committee
X
X
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7. Owners/Investors with a 5% beneficial interest in the Applicant Entity or a related entity
EXAMPLE
JANE DOE
[name of owner/investor]
50%, ABC COMPANY, Inc.
[percentage of beneficial interest in entity
and name of entity]
A.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
B.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
C.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
D.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
E.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
I DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING IS TRUE AND CORRECT.
Signature of Disclosing Party, Printed Name, Title Date
PENALTIES
Falsification of information or failure to report information required to be reported may subject you to administrative action by the City.
Samuel Miller 12.5%, LMN Architects LLP
12.5%, LMN Architects LLP
12.5%, LMN Architects LLP
12.5%, LMN Architects LLP
12.5%, LMN Architects LLP
Mark Reddington
Rafael Vinoly
Stephen Van Dyck
John Chau
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7. Owners/Investors with a 5% beneficial interest in the Applicant Entity or a related entity
EXAMPLE
JANE DOE
[name of owner/investor]
50%, ABC COMPANY, Inc.
[percentage of beneficial interest in entity
and name of entity]
A.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
B.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
C.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
D.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
E.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
I DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING IS TRUE AND CORRECT.
Signature of Disclosing Party, Printed Name, Title Date
PENALTIES
Falsification of information or failure to report information required to be reported may subject you to administrative action by the City.
Pamela Trevithick 12.5%, LMN Architects LLP
12.5%, LMN Architects LLP
12.5%, LMN Architects LLP
Julie Adams
Osama Quotah
09/23/2025
CFO
Mary Hughes Skinner
Digitally signed by Mary Hughes Skinner
DN: C=US, [email protected],
CN=Mary Hughes Skinner
Reason: I am the author of this document
Date: 2025.09.23 10:55:33-07'00'
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CITY OF PALM SPRINGS – PUBLIC INTEGRITY
DISCLOSURE
APPLICANT DISCLOSURE FORM
(Revised 05/16/19)
PUBLIC INTEGRITY DISCLOSURE
APPLICANT DISCLOSURE FORM
1. Name of Entity
2. Address of Entity (Principle Place of Business)
3. Local or California Address (if different than #2)
4. State where Entity is Registered with Secretary of State If other than California, is the Entity also registered in California? Yes No
5. Type of Entity
Corporation Limited Liability Company Partnership Trust Other (please specify)
6. Officers, Directors, Members, Managers, Trustees, Other Fiduciaries (please specify) Note:
If any response is not a natural person, please identify all officers, directors, members, managers and other fiduciaries for the member, manager, trust or other entity Officer Director Member Manager
[name]
General Partner Limited Partner
Other
Officer Director Member Manager
[name]
General Partner Limited Partner
Other
Officer Director Member Manager
[name]
General Partner Limited Partner
Other
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7. Owners/Investors with a 5% beneficial interest in the Applicant Entity or a related entity
EXAMPLE
JANE DOE
[name of owner/investor]
50%, ABC COMPANY, Inc.
[percentage of beneficial interest in entity
and name of entity]
A.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
B.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
C.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
D.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
E.
[name of owner/investor] [percentage of beneficial interest in entity and name of entity]
I DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING IS TRUE AND CORRECT.
Signature of Disclosing Party, Printed Name, Title Date
PENALTIES
Falsification of information or failure to report information required to be reported may subject you to administrative action by the City.
Lance C. O'Donnell, Director, 10/06/2025
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ATTACHMENT C
25Q414
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PROFESSIONAL SERVICES AGREEMENT 25Q414
CONVENTION CENTER ARCHITECTURAL AND ENGINEERING SERVICES This Professional Services Agreement (“Agreement”) is entered into this 1st day of December 2025 (“Effective Date”), by and between the City of Palm Springs, a California charter city and municipal corporation, (“City”) and LMN / o2, a California Joint Venture, (“Consultant”). City and Consultant are individually referred to as “Party” and are collectively referred to as the “Parties.”
RECITALS
A. City requires the services of a qualified firm, to provide architectural and engineering services for the convention center renovation and expansion project (“Project”).
B. Consultant has submitted to City a proposal to provide architectural and engineering services for the convention center renovation and expansion project, to City under the terms of this Agreement.
C. Consultant is qualified by virtue of its experience, training, education, reputation, and expertise to provide these services and has agreed to provide such services as provided in this Agreement.
D. City desires to retain Consultant to provide such professional services.
NOW, THEREFORE, in consideration of the promises and mutual obligations, covenants, and conditions contained herein, and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties agree as follows:
AGREEMENT
1. SERVICES OF CONSULTANT
1.1 Scope of Services. In compliance with all terms and conditions of this Agreement, Consultant agrees to perform the professional services set forth in the Scope of Services described in Exhibit “A” (the “Services” or “Work”), which is attached and incorporated herein by this reference. As a material inducement to the City entering into this Agreement, Consultant represents and warrants that Consultant is a provider of professional services and that Consultant is experienced in performing the Work contemplated and, in light of such experience, Consultant covenants that it shall perform the Work in a competent, professional, and satisfactory manner consistent with the level of care and skill ordinarily exercised by experienced and well qualified members of the profession currently practicing under similar conditions. In the event of any inconsistency between the terms contained in the Scope of Services/Work and the terms set forth in this Agreement, the terms set forth in this Agreement shall govern.
1.2 Contract Documents. The Agreement between the Parties shall consist of the following: (1) this Agreement; (2) the Scope of Services; (3) the City’s Request for Proposals; and, (4) the Consultant’s signed, original proposal submitted to the City (“Consultant’s Proposal”), (collectively referred to as the “Contract Documents”). The City’s Request for Proposals and the Consultant’s Proposal, which are both attached as Exhibit “B”, respectively, are incorporated herein by this reference and are made a part of this Agreement. The Scope of Services shall
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include the Consultant’s Proposal. All provisions of the Scope of Services, the City’s Request for Proposals and the Consultant’s Proposal shall be binding on the Parties. Should any conflict or inconsistency exist in the Contract Documents, the conflict or inconsistency shall be resolved by applying the provisions in the highest priority document, which shall be determined in the following order of priority: (1st) the provisions of the Scope of Services (Exhibit “A”); (2nd) the provisions of the City’s Request for Proposal; (3rd) the terms of this Agreement; and, (4th) the provisions of the Consultant’s Proposal.
1.3 Compliance with Law. Consultant warrants that all Services rendered shall be performed in accordance with all applicable federal, state, and local laws, statutes, ordinances lawful orders, rules, and regulations. Consultant shall be liable for all violations of such laws and regulations in connection with the Services and this Agreement.
1.4 Licenses, Permits, Fees, and Assessments. Consultant represents and warrants to City that it has obtained all licenses, permits, qualifications, and approvals of whatever nature that are legally required to practice its profession and perform the Work required by this Agreement. Consultant represents and warrants to City that Consultant shall, at its sole cost and expense, keep in effect at all times during the term of this Agreement, any license, permit, qualification, or approval that is legally required for Consultant to perform the Work and under this Agreement.
1.5 Familiarity with Work. By executing this Agreement, Consultant warrants that Consultant: (a) has thoroughly investigated and considered the Scope of Services to be performed, (b) has carefully considered how the Services should be performed, and (c) fully understands the facilities, difficulties, and restrictions attending performance of the Services under this Agreement. If the Services involve work upon any site, Consultant warrants that Consultant has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of any Services. Should the Consultant discover any latent or unknown conditions that will materially affect the performance of the Services, Consultant shall immediately inform the City of such fact and shall not proceed except at Consultant's risk until written instructions are received from the City.
2. COMPENSATION
2.1 Maximum Contract Amount. For the Services rendered under this Agreement, Consultant shall be compensated by City in accordance with the Schedule of Compensation, which is attached as Exhibit “B” and incorporated herein by this reference. Compensation shall not exceed the maximum contract amount of One Million Dollars ($1,000,000) ("Maximum Contract Amount"), except as may be provided under Section 2.3. The method of compensation shall be as set forth in Exhibit “B.” Compensation for necessary expenditures must be approved in advance by the Contract Officer designated under Section 4.2. The Maximum Contract Amount shall include the attendance of Consultant at all project meetings reasonably deemed necessary by the City. Consultant shall not be entitled to any increase in the Maximum Contract Amount for attending these meetings.
2.2. Method of Payment. Unless another method of payment is specified in the Schedule of Compensation (Exhibit “B”), in any month in which Consultant wishes to receive payment, Consultant shall submit to the City an invoice for Services rendered prior to the date of the invoice. The invoice shall be in a form approved by the City’s Finance Director and must be submitted no later than the tenth (10th) working day of such month. Such requests shall be based upon the amount and value of the Services performed by Consultant and accompanied by such
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reporting data including an itemized breakdown of all costs incurred and tasks performed during the period covered by the invoice, as may be required by the City. City shall use reasonable efforts to make payments to Consultant within forty-five (45) days after receipt of the invoice or as soon as is reasonably practical. There shall be a maximum of one payment per month.
2.3 Changes in Scope. In the event any change or changes in the Scope of Services is requested by City, the Parties shall execute a written amendment to this Agreement, specifying all proposed amendments, including, but not limited to, any additional fees. An amendment may be entered into:
A. To provide for revisions or modifications to documents, work product, or work, when required by the enactment or revision of any subsequent law; or B. To provide for additional services not included in this Agreement or not customarily furnished in accordance with generally accepted practice in Consultant’s profession.
2.4 Appropriations. This Agreement is subject to and contingent upon funds being appropriated by the City Council for each fiscal year covered by the Agreement. If such appropriations are not made, this Agreement shall automatically terminate without penalty to the City.
3. SCHEDULE OF PERFORMANCE
3.1 Term. Unless earlier terminated in accordance with Section 4.5 of this Agreement, this Agreement shall continue in full force and effect for a period of 37 and a half months, commencing on the Effective Date, and ending on December 31, 2028, unless extended by mutual written agreement of the Parties. However, the term shall not exceed three years from the Effective Date, except as otherwise provided in the Schedule of Performance described in Section 3.4 below.
3.2 Termination Prior to Expiration of Term. The City may terminate this Agreement at any time, with or without cause, upon thirty (30) days written notice to Consultant.
Where termination is due to the fault of Consultant and constitutes an immediate danger to health, safety, and general welfare, the period of notice shall be such shorter time as may be determined by the City. Upon receipt of the notice of termination, Consultant shall immediately cease all Services except such as may be specifically approved by the Contract Officer. Consultant shall be entitled to compensation for all Services rendered prior to receipt of the notice of termination and for any Services authorized by the Contract Officer after such notice. City shall not be liable for any costs other than the charges or portions thereof which are specified herein. Consultant shall not be entitled to payment for unperformed Services, and shall not be entitled to damages or compensation for termination of Work. Consultant may not terminate this Agreement except for cause, upon thirty (30) days written notice to City.
3.3 Schedule of Performance. Consultant shall commence the Services under this Agreement upon receipt of a written notice to proceed and shall perform all Services within the time period(s) established in the Schedule of Performance. When requested by Consultant, extensions to the time period(s) specified in the Schedule of Performance may be approved in writing by the Contract Officer, but such extensions shall not exceed one hundred eighty (180) days cumulatively; however, the City shall not be obligated to grant such an extension.
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3.4 Force Majeure. The time for performance of Services to be rendered under this Agreement may be extended because of any delays due to a Force Majeure Event, if Consultant notifies the Contract Officer within ten (10) days of the commencement of the Force Majeure Event. A Force Majeure Event shall mean an event that materially affects the Consultant’s performance and is one or more of the following: (1) Acts of God or other natural disasters occurring at the project site; (2) terrorism or other acts of a public enemy; (3) orders of governmental authorities (including, without limitation, unreasonable and unforeseeable delay in the issuance of permits or approvals by governmental authorities that are required for the Work); and (4) pandemics, epidemics or quarantine restrictions. For purposes of this section, “orders of governmental authorities,” includes ordinances, emergency proclamations and orders, rules to protect the public health, welfare and safety, and other actions of the City in its capacity as a municipal authority. After Consultant notification, the Contract Officer shall investigate the facts and the extent of any necessary delay, and extend the time for performing the Services for the period of the enforced delay when and if, in the Contract Officer’s judgment, such delay is justified.
The Contract Officer’s determination shall be final and conclusive upon the Parties to this Agreement. The Consultant will not receive an adjustment to the contract price or any other compensation. Notwithstanding the foregoing, the City may still terminate this Agreement in accordance with the termination provisions of this Agreement.
4. COORDINATION OF WORK
4.1 Representative of Consultant. The following principal of Consultant is designated as being the principal and representative of Consultant authorized to act in its behalf and make all decisions with respect to the Services to be performed under this Agreement:
Pamela Trevithick, Partner and Lance O’Donnell, Partner. It is expressly understood that the experience, knowledge, education, capability, expertise, and reputation of the foregoing principal is a substantial inducement for City to enter into this Agreement. Therefore, the foregoing principal shall be responsible during the term of this Agreement for directing all activities of Consultant and devoting sufficient time to personally supervise the Services performed hereunder. The foregoing principal may not be changed by Consultant without prior written approval of the Contract Officer.
4.2 Contract Officer. The Contract Officer shall be the City Manager or his/her designee ("Contract Officer"). Consultant shall be responsible for keeping the Contract Officer fully informed of the progress of the performance of the Services. Consultant shall refer any decisions that must be made by City to the Contract Officer. Unless otherwise specified, any approval of City shall mean the approval of the Contract Officer.
4.3 Prohibition Against Subcontracting or Assignments. The experience, knowledge, education, capability, and reputation of Consultant, its principals and employees, were a substantial inducement for City to enter into this Agreement. Consultant shall not contract with any other individual or entity to perform any Services required under this Agreement without the City's express written approval. In addition, neither this Agreement nor any interest may be assigned or transferred, voluntarily or by operation of law, without the prior written approval of City. Subcontracts, if any, shall contain a provisions making them subject to all provisions stipulated in this Agreement including without limitation the insurance and indemnification requirements. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to City for the acts and omissions of its subconsultant(s) in the same manner as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subconsultant and City. All persons engaged in the Work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. In addition, neither this Agreement nor any interest in this Agreement
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may be transferred, assigned, conveyed, hypothecated, or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written consent of City. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release Consultant or any surety of Consultant from any liability under this Agreement without the express written consent of City.
4.4 Independent Consultant. The legal relationship between the Parties is that of an independent Consultant, and nothing shall be deemed to make Consultant a City employee.
A. During the performance of this Agreement, Consultant and its officers, employees, and agents shall act in an independent capacity and shall not act or represent themselves as City officers or employees. The personnel performing the Services under this Agreement on behalf of Consultant shall at all times be under Consultant’s exclusive direction and control. Neither City nor any of its officers, employees, or agents shall have control over the conduct of Consultant or any of its officers, employees, or agents, except as set forth in this Agreement. Consultant, its officers, employees, or agents shall not maintain an office or any other type of fixed business location at City’s offices. City shall have no voice in the selection, discharge, supervision, or control of Consultant’s employees, servants, representatives, or agents, or in fixing their number, compensation, or hours of service. Consultant shall pay all wages, salaries, and other amounts due its employees in connection with this Agreement and shall be responsible for all reports and obligations respecting them, including but not limited to social security income tax withholding, unemployment compensation, workers’ compensation, and other similar matters. City shall not in any way or for any purpose be deemed to be a partner of Consultant in its business or otherwise a joint venturer or a member of any joint enterprise with Consultant.
B. Consultant shall not have any authority to bind City in any manner. This includes the power to incur any debt, obligation, or liability against City.
C. No City benefits shall be available to Consultant, its officers, employees, or agents in connection with any performance under this Agreement. Except for professional fees paid to Consultant as provided for in this Agreement, City shall not pay salaries, wages, or other compensation to Consultant for the performance of Services under this Agreement. City shall not be liable for compensation or indemnification to Consultant, its officers, employees, or agents, for injury or sickness arising out of performing Services. If for any reason any court or governmental agency determines that the City has financial obligations, other than under Section 2 and Subsection 1.8 in this Agreement, of any nature relating to salary, taxes, or benefits of Consultant’s officers, employees, servants, representatives, subconsultants, or agents, Consultant shall indemnify City for all such financial obligations.
4.5 California Labor Code Requirements.
A. Consultant is aware of the requirements of California Labor Code Sections 1720 et seq. and 1770 et seq., which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects (“Prevailing Wage Laws”). If the Services are being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and if the total compensation is $15,000 or more for maintenance or $25,000 or more for construction, alteration, demolition, installation, or repair, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claims, liabilities, costs, penalties or interest arising out of any
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failure or alleged failure to comply with the Prevailing Wage Laws. It shall be mandatory upon the Consultant and all subcontractors to comply with all California Labor Code provisions, which include but are not limited to prevailing wages (Labor Code Sections 1771, 1774 and 1775), employment of apprentices (Labor Code Section 1777.5), certified payroll records (Labor Code Sections 1771.4 and 1776), hours of labor (Labor Code Sections 1813 and 1815) and debarment of contractors and subcontractors (Labor Code Section 1777.1).
B. If the Services are being performed as part of an applicable “public works” or “maintenance” project and if the total compensation is $15,000 or more for maintenance or $25,000 or more for construction, alteration, demolition, installation, or repair, then pursuant to Labor Code Sections 1725.5 and 1771.1, the Consultant and all subcontractors performing such Services must be registered with the Department of Industrial Relations. Consultant shall maintain registration for the duration of the Project and require the same of any subcontractors, as applicable. This Agreement may also be subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be Consultant’s sole responsibility to comply with all applicable registration and labor compliance requirements.
5. INSURANCE
5.1 Types of Insurance. Consultant shall procure and maintain, at its sole cost and expense, the insurance described herein. The insurance shall be maintained for the duration of this Agreement and includes any extensions, unless otherwise specified in this Agreement. The insurance shall be procured in a form and content satisfactory to City. As specified here, the insurance shall apply against claims which may arise from the Consultant's performance of Work under this Agreement, including Consultant's agents, representatives, or employees. In the event the City Manager determines that the Work or Services to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Consultant agrees that the minimum limits of the insurance policies may be changed accordingly upon receipt of written notice from the City Manager or his designee provided City agrees to pay for any incremental cost incurred due to such change. Consultant shall immediately substitute any insurer whose A.M. Best rating drops below the levels specified in this Agreement. Except as otherwise authorized below for professional liability (errors and omissions) insurance, all insurance provided under this Agreement shall be on an occurrence basis. The minimum amount of insurance required shall be as follows:
A. Errors and Omissions Insurance. Contractor shall obtain and maintain in full force and effect throughout the term of this Agreement, professional liability (errors and omissions) insurance coverage in an amount of not less than one million dollars ($1,000,000.00) per claim and two-million dollars ($2,000,000.00) annual aggregate, in accordance with the provisions of this section.
X required
is not required;
(1) Consultant shall either: (a) certify in writing to the City that Consultant is unaware of any professional liability claims made against Consultant and is unaware of any facts which may lead to such a claim against Consultant; or (b) if Consultant does not provide the certification under (a), Consultant shall procure from the professional liability insurer an endorsement providing that the required limits of the policy shall apply separately to claims arising from errors and omissions in the rendition of services under this Agreement.
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(2) If the policy of insurance is written on a “claims made” basis, the policy shall be continued in full force and effect at all times during the term of this Agreement, and for a period of three (3) years from the date of the completion of the Services provided hereunder. In the event of termination of the policy during this period, Consultant shall obtain continuing insurance coverage for the prior acts or omissions of Consultant during the course of performing Services under the terms of this Agreement. The coverage shall be evidenced by either a new policy evidencing no gap in coverage, or by obtaining separate extended “tail” coverage with the present or new carrier or other insurance arrangements providing for complete coverage, either of which shall be subject to the written approval by the City Manager. (3) In the event the policy of insurance is written on an “occurrence” basis, the policy shall be continued in full force and effect during the term of this Agreement, or until completion of the Services provided for in this Agreement, whichever is later. In the event of termination of the policy during this period, new coverage shall immediately be obtained to ensure coverage during the entire course of performing the Services under the terms of this Agreement.
B. Workers’ Compensation Insurance. Consultant shall obtain and maintain, in full force and effect throughout the term of this Agreement, workers’ compensation insurance in at least the minimum statutory amounts, and in compliance with all other statutory requirements, as required by the State of California. Consultant agrees to waive and obtain endorsements from its workers’ compensation insurer waiving subrogation rights under its workers’ compensation insurance policy against the City and to require each of its subconsultants, if any, to do likewise under their workers’ compensation insurance policies provided, however, that waiver of subrogation shall not be required for any employee insured by the Washington State Fund or where otherwise prohibited by law. If Consultant has no employees, Consultant shall complete the City’s Request for Waiver of Workers’ Compensation Insurance Requirement form.
C. Commercial General Liability Insurance. Consultant shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of commercial general liability insurance written on a per occurrence basis with a combined single limit of at least one million dollars ($1,000,000.00) and two million dollars ($2,000,000.00) general aggregate for bodily injury and property damage including coverages for contractual liability pursuant to standard ISO policy form CG 00 01 language, personal injury, independent Consultants, broad form property damage, products and completed operations.
D. Business Automobile Insurance. Consultant shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of business automobile liability insurance written on a per occurrence basis with a single limit liability in the amount of one million dollars ($1,000,000.00) bodily injury and property damage. The policy shall include coverage for owned, non-owned, leased, and hired cars.
E. Employer Liability Insurance. Consultant shall obtain and maintain, in full force and effect throughout the term of this Agreement, a policy of employer liability insurance written on a per occurrence basis with a policy limit of at least one million dollars ($1,000,000.00) for bodily injury or disease.
5.2 Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be declared to and approved by the City Manager or his/her designee prior to commencing any work or services under this Agreement. Consultant guarantees payment of all
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deductibles and self-insured retentions. City reserves the right to reject deductibles or selfinsured retentions in excess of $10,000, and the City Manager or his/her designee may require evidence of pending claims and claims history as well as evidence of Consultant’s ability to pay claims for all deductible amounts and self-insured retentions proposed in excess of $10,000.
5.3 Other Insurance Requirements. The following provisions shall apply to the insurance policies required of Consultant under this Agreement:
A. For any claims related to this Agreement, Consultant’s coverage shall be primary insurance with respect to the City and its officers, council members, officials, employees, agents, and volunteers. Any insurance or self-insurance maintained by the City and its officers, council members, officials, employees, agents, and volunteers shall be in excess of Consultant’s insurance and shall not contribute with it.
B. Any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to City and its officers, council members, officials, employees, agents, and volunteers.
C. All insurance coverage and limits provided by Consultant and available or applicable to this Agreement are intended to apply to each insured, including additional insureds, against whom a claim is made or suit is brought to the full extent of the policies. Nothing contained in this Agreement or any other agreement relating to the City or its operations shall limit the application of such insurance coverage.
D. No required insurance coverages may include any limiting endorsement which substantially impairs the coverages set forth in this Agreement (e.g., elimination of contractual liability or reduction of discovery period), unless the endorsement has first been submitted to the City Manager and approved in writing.
E. Consultant agrees to require its insurer to modify insurance endorsements to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, or that any party will "endeavor" (as opposed to being required) to comply with the requirements of the endorsements. Certificates of insurance will not be accepted in lieu of required endorsements, and submittal of certificates without required endorsements may delay commencement of the Project. It is Consultant’s obligation to ensure timely compliance with all insurance submittal requirements as provided in this Agreement.
F. Consultant agrees to ensure that subconsultants, and any other parties involved with the Project who are brought onto or involved in the Project by Consultant, provide the same minimum insurance coverage required of Consultant. Consultant agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Consultant agrees that upon request, all agreements with subconsultants and others engaged in the Project will be submitted to the City for review.
G. Consultant acknowledges and agrees that any actual or alleged failure on the part of the City to inform Consultant of non-compliance with any insurance requirement in no way imposes any additional obligations on the City nor does it waive any rights in this or any other regard.
H. Consultant shall provide proof that policies of insurance required in this
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Agreement, expiring during the term of this Agreement, have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. Endorsements as required in this Agreement applicable to the renewing or new coverage shall be provided to City no later than ten (10) days prior to expiration of the lapsing coverage.
I. Requirements of specific insurance coverage features or limits contained in this section are not intended as limitations on coverage, limits, or other requirements, or as a waiver of any coverage normally provided by any given policy. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue, and is not intended by any party or insured to be limiting or all-inclusive.
J. The requirements in this section supersede all other sections and provisions of this Agreement to the extent that any other section or provision conflicts with or impair the provisions of this section.
K. Consultant agrees to provide immediate notice to City of any claim or loss against Consultant arising out of the Work performed under this Agreement and for any other claim or loss which may reduce the insurance available to pay claims arising out of this Agreement. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City, or to reduce or dilute insurance available for payment of potential claims.
L. Consultant agrees that the provisions of this section shall not be construed as limiting in any way the extent to which the Consultant may be held responsible for the payment of damages resulting from the Consultant’s activities or the activities of any person or person for which the Consultant is otherwise responsible.
5.4 Sufficiency of Insurers. Insurance required in this Agreement shall be provided by authorized insurers in good standing with the State of California. Coverage shall be provided by insurers admitted in the State of California with an A.M. Best’s Key Rating of B++, Class VII, or better, unless such requirements are waived in writing by the City Manager or his designee due to unique circumstances.
5.5 Verification of Coverage. Consultant shall furnish City with both certificates of insurance and endorsements, including additional insured endorsements, affecting all of the coverages required by this Agreement. The certificates and endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. All proof of insurance is to be received and approved by the City before work commences. City reserves the right to require Consultant’s insurers to provide complete, certified copies of all required insurance policies at any time. Additional insured endorsements are not required for Errors and Omissions and Workers’ Compensation policies.
Verification of Insurance coverage may be provided by: (1) an approved General and/or Auto Liability Endorsement Form for the City of Palm Springs or (2) an acceptable Certificate of Liability Insurance Coverage with an approved Additional Insured Endorsement with the following endorsements stated on the certificate:
A. "The City of Palm Springs, its officials, employees, and agents are named as an additional insured…” ("as respects City of Palm Springs Contract No.___" or "for any and all work performed with the City" may be included in this statement).
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B. "This insurance is primary and non-contributory over any insurance or selfinsurance the City may have..." ("as respects City of Palm Springs Contract No.___" or "for any and all work performed with the City" may be included in this statement).
C. "Should any of the above described policies be canceled before the expiration date thereof, the issuing company will mail 30 days written notice to the Certificate Holder named." Language such as, “endeavor to” mail and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representative" is not acceptable and must be crossed out.
D. Both the Workers’ Compensation and Employers' Liability policies shall contain the insurer's waiver of subrogation in favor of City, its elected officials, officers, employees, agents, and volunteers.
In addition to the endorsements listed above, the City of Palm Springs shall be named the certificate holder on the policies. All certificates of insurance and endorsements are to be received and approved by the City before work commences. All certificates of insurance must be authorized by a person with authority to bind coverage, whether that is the authorized agent/broker or insurance underwriter. Failure to obtain the required documents prior to the commencement of work shall not waive the Consultant’s obligation to provide them.
6. INDEMNIFICATION
6.1 Indemnification and Reimbursement. To the fullest extent permitted by law, Consultant shall defend (at Consultant’s sole cost and expense), indemnify, protect, and hold harmless City, its elected officials, officers, employees, agents, and volunteers (collectively the “Indemnified Parties”), from and against any and all liabilities, actions, suits, claims, demands, losses, costs, judgments, arbitration awards, settlements, damages, demands, orders, penalties, and expenses including legal costs and attorney fees (collectively “Claims”), including but not limited to, Claims arising from injuries to or death of persons (Consultant’s employees included), for damage to property, including property owned by City, for any violation of any federal, state, or local law or ordinance or in any manner arising out of, pertaining to, or incident to any acts, errors or omissions, or willful misconduct committed by Consultant, its officers, employees, representatives, and agents, that arise out of or relate to Consultant’s performance of Services or this Agreement. This indemnification clause excludes Claims arising from the sole negligence or willful misconduct of the Indemnified Parties. Under no circumstances shall the insurance requirements and limits set forth in this Agreement be construed to limit Consultant’s indemnification obligation or other liability under this Agreement. Consultant’s indemnification obligation shall survive the expiration or earlier termination of this Agreement until all actions against the Indemnified Parties for such matters indemnified are fully and finally barred by the applicable statute of limitations or, if an action is timely filed, until such action is final.
6.2 Design Professional Services Indemnification and Reimbursement. If Consultant’s obligation to defend, indemnify, and/or hold harmless arises out of Consultant’s performance as a “design professional” (as that term is defined under Civil Code section 2782.8), then, and only to the extent required by Civil Code section 2782.8, which is fully incorporated herein, Consultant’s indemnification obligation shall be limited to the extent which the Claims arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant in the performance of the Services or this Agreement, and, upon Consultant obtaining a final
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adjudication by a court of competent jurisdiction, Consultant’s liability for such claim, including the cost to defend, shall not exceed the Consultant’s proportionate percentage of fault.
7. REPORTS AND RECORDS
7.1 Accounting Records. Consultant shall keep complete, accurate, and detailed accounts of all time, costs, expenses, and expenditures pertaining in any way to this Agreement.
Consultant shall keep such books and records as shall be necessary to properly perform the Services required by this Agreement and to enable the Contract Officer to evaluate the performance of such Services. The Contract Officer shall have full and free access to such books and records at all reasonable times, including the right to inspect, copy, audit, and make records and transcripts from such records.
7.2 Reports. Consultant shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the Services required by this Agreement, or as the Contract Officer shall require. Consultant acknowledges that the City is greatly concerned about the cost of the Work to be performed under this Agreement. For this reason, Consultant agrees that Consultant shall promptly notify the Contract Officer the estimated increased or decreased cost if Consultant becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the Services. If Consultant is providing design services, Consultant shall promptly notify the Contract Officer the estimated increased or decreased cost for the project being designed if Consultant becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the design services.
7.3 Ownership of Documents. All drawings, specifications, reports, records, documents, memoranda, correspondence, computations, and other materials prepared by Consultant, its employees, subconsultants, and agents in the performance of this Agreement shall be the property of City and shall be promptly delivered to City upon request of the Contract Officer or upon the termination of this Agreement. Consultant shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership of the documents and materials. Any use of such completed documents for other projects and/or use of incomplete documents without specific written authorization by the Consultant will be at the City's sole risk and without liability to Consultant, and the City shall indemnify the Consultant for all resulting damages. Consultant may retain copies of such documents for their own use.
Consultant shall have an unrestricted right to use the concepts embodied tin this Agreement.
Consultant shall ensure that all its subconsultants shall provide for assignment to City of any documents or materials prepared by them. In the event Consultant fails to secure such assignment, Consultant shall indemnify City for all resulting damages.
7.4 Release of Documents. All drawings, specifications, reports, records, documents, and other materials prepared by Consultant in the performance of Services under this Agreement shall not be released publicly without the prior written approval of the Contract Officer.
All information gained by Consultant in the performance of this Agreement shall be considered confidential and shall not be released by Consultant without City’s prior written authorization.
7.5 Audit and Inspection of Records. After receipt of reasonable notice and during the regular business hours of City, Consultant shall provide City, or other agents of City, such access to Consultant’s books, records, payroll documents, and facilities as City deems necessary to examine, copy, audit, and inspect all accounting books, records, work data, documents, and activities directly related to Consultant’s performance under this Agreement. Consultant shall
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maintain such books, records, data, and documents in accordance with generally accepted accounting principles and shall clearly identify and make such items readily accessible to such parties during the term of this Agreement and for a period of three (3) years from the date of final payment by City hereunder.
8. ENFORCEMENT OF AGREEMENT
8.1 California Law and Venue. This Agreement shall be construed and interpreted both as to validity and as to performance of the Parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim, or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Riverside, State of California, or any other appropriate court in such County, and Consultant covenants and agrees to submit to the personal jurisdiction of such court in the event of such action.
8.2 Interpretation. This Agreement shall be construed as a whole according to its fair language and common meaning to achieve the objectives and purposes of the Parties. The terms of this Agreement are contractual and the result of negotiation between the Parties. Accordingly, any rule of construction of contracts (including, without limitation, California Civil Code Section 1654) that ambiguities are to be construed against the drafting party, shall not be employed in the interpretation of this Agreement. The caption headings of the various sections and paragraphs of this Agreement are for convenience and identification purposes only and shall not be deemed to limit, expand, or define the contents of the respective sections or paragraphs.
8.3 Default of Consultant. Consultant’s failure to comply with any provision of this Agreement shall constitute a default.
A. If the City Manager, or his designee, determines that Consultant is in default in the performance of any of the terms or conditions of this Agreement, he/she shall notify Consultant in writing of such default. Consultant shall have ten (10) days, or such longer period as City may designate, to cure the default by rendering satisfactory performance. In the event Consultant fails to cure its default within such period of time, City shall have the right, notwithstanding any other provision of this Agreement, to terminate this Agreement without further notice and without prejudice of any remedy to which City may be entitled at law, in equity, or under this Agreement. Consultant shall be liable for all reasonable costs incurred by City as a result of such default. Compliance with the provisions of this section shall not constitute a waiver of any City right to take legal action in the event that the dispute is not cured, provided that nothing shall limit City’s right to terminate this Agreement without cause under Section 3.2.
B. If termination is due to the failure of the Consultant to fulfill its obligations under this Agreement, City may, after compliance with the provisions of Section 8.3(A), take over the work and prosecute the same to completion by contract or otherwise. The Consultant shall be liable to the extent that the total cost for completion of the Services required hereunder exceeds the Maximum Contract Amount (provided that the City shall use reasonable efforts to mitigate such damages). The City may withhold any payments to the Consultant for the purpose of set-off or partial payment of the amounts owed the City as previously stated. The withholding or failure to withhold payments to Consultant shall not limit Consultant’s liability for completion of the Services as provided in this Agreement.
8.4 Waiver. No waiver of any provision of this Agreement shall be effective unless in writing and signed by a duly authorized representative of the Party against whom enforcement of a waiver is sought. Any waiver by the Parties of any default or breach of any covenant, condition,
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or term contained in this Agreement, shall not be construed to be a waiver of any subsequent or other default or breach, nor shall failure by the Parties to require exact, full, and complete compliance with any of the covenants, conditions, or terms contained in this Agreement be construed as changing the terms of this Agreement in any manner or preventing the Parties from enforcing the full provisions.
8.5 Rights and Remedies Cumulative. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.
8.6 Legal Action. In addition to any other rights or remedies, either Party may take legal action, in law or in equity, to cure, correct, remedy or recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement.
8.7 Attorney Fees. In the event any dispute between the Parties with respect to this Agreement results in litigation or any non-judicial proceeding, the prevailing Party shall be entitled, in addition to such other relief as may be granted, to recover from the non-prevailing Party all reasonable costs and expenses. These include but are not limited to reasonable attorney fees, expert consultant fees, court costs and all fees, costs, and expenses incurred in any appeal or in collection of any judgment entered in such proceeding. To the extent authorized by law, in the event of a dismissal by the plaintiff or petitioner of the litigation or non-judicial proceeding within thirty (30) days of the date set for trial or hearing, the other Party shall be deemed to be the prevailing Party in such litigation or proceeding.
9. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION
9.1 Non-liability of City Officers and Employees. No officer or employee of the City shall be personally liable to the Consultant, or any successor-in-interest, in the event of any default or breach by the City or for any amount which may become due to the Consultant or to its successor, or for breach of any obligation of the terms of this Agreement.
9.2 Conflict of Interest. Consultant acknowledges that no officer or employee of the City has or shall have any direct or indirect financial interest in this Agreement nor shall Consultant enter into any agreement of any kind with any such officer or employee during the term of this Agreement and for one (1) year thereafter. Consultant warrants that Consultant has not paid or given, and will not pay or give, any third party any money or other consideration in exchange for obtaining this Agreement.
9.3 Covenant Against Discrimination. In connection with its performance under this Agreement, Consultant shall not discriminate against any employee or applicant for employment because of actual or perceived race, religion, color, sex, age, marital status, ancestry, national origin ( i.e., place of origin, immigration status, cultural or linguistic characteristics, or ethnicity), sexual orientation, gender identity, gender expression, physical or mental disability, or medical condition (each a “prohibited basis”). Consultant shall ensure that applicants are employed, and that employees are treated during their employment, without regard to any prohibited basis. As a condition precedent to City’s lawful capacity to enter this Agreement, and in executing this Agreement, Consultant certifies that its actions and omissions hereunder shall not incorporate any discrimination arising from or related to any prohibited basis in any Consultant activity,
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including but not limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship; and further, that Consultant is in full compliance with the provisions of Palm Springs Municipal Code Section 7.09.040, including without limitation the provision of benefits, relating to non-discrimination in city contracting.
10. MISCELLANEOUS PROVISIONS
10.1 Patent and Copyright Infringement. To the fullest extent permissible under law, and in lieu of any other warranty by City or Consultant against patent or copyright infringement, statutory or otherwise:
A. It is agreed that Consultant shall defend at its expense any claim or suit against City on account of any allegation that any item furnished under this Agreement, or the normal use or sale arising out of the performance of this Agreement, infringes upon any presently existing U.S. letters patent or copyright and Consultant shall pay all costs and damages finally awarded in any such suit or claim, provided that Consultant is promptly notified in writing of the suit or claim and given authority, information and assistance at Consultant’s expense for the defense of same, and provided such suit or claim arises out of, pertains to, or is related to the negligence, recklessness or willful misconduct of Consultant. However, Consultant will not indemnify City if the suit or claim results from: (1) City's alteration of a deliverable, such that City’s alteration of such deliverable created the infringement upon any presently existing U.S. letters patent or copyright; or (2) the use of a deliverable in combination with other material not provided by Consultant when it is such use in combination which infringes upon an existing U.S. letters patent or copyright.
B. Consultant shall have sole control of the defense of any such claim or suit and all negotiations for settlement in the event City fails to cooperate in the defense of any suit or claim, provided, however, that such defense shall be at Consultant’s expense. Consultant shall not be obligated to indemnify City under any settlement that is made without Consultant’s consent, which shall not be unreasonably withheld. If the use or sale of such item is enjoined as a result of the suit or claim, Consultant, at no expense to City, shall obtain for City the right to use and sell the item, or shall substitute an equivalent item acceptable to City and extend this patent and copyright indemnity thereto.
10.2 Notice. Any notice, demand, request, consent, approval, or communication that either party desires, or is required to give to the other party or any other person shall be in writing.
All notices shall be personally delivered, sent by pre-paid First Class U.S. Mail, registered or certified mail, postage prepaid, return receipt requested, or delivered or sent by facsimile with attached evidence of completed transmission. All notices shall be deemed received upon the earlier of (i) the date of delivery to the address of the person to receive such notice if delivered personally or by messenger or overnight courier; (ii) five (5) business days after the date of posting by the United States Post Office if by mail; or (iii) when sent if given by facsimile. Any notice, request, demand, direction, or other communication sent by facsimile must be confirmed within forty-eight (48) hours by letter mailed or delivered. Other forms of electronic transmission such as e-mails, text messages, and instant messages are not acceptable manners of notice required hereunder. Notices or other communications shall be addressed as follows:
To City: City of Palm Springs
Attention: City Manager & City Clerk
3200 E. Tahquitz Canyon Way
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Palm springs, California 92262
Telephone: (760) 323-8204
Facsimile: (760) 323-8332
To Consultant: LMN+o2 Joint Venture
1089 N Palm Canyon Drive, Suite B
Palm Springs, Ca 92262
Telephone: (760) 778-8165
10.3 Integrated Agreement. This Agreement constitutes the entire understanding between the Parties and supersedes and cancels all prior negotiations, arrangements, agreements, representations, and understandings, if any, made by or among the Parties with respect to the subject matter in this Agreement.
10.4 Amendment. No amendments or other modifications of this Agreement shall be binding unless through written agreement signed by all Parties.
10.5 Severability. Whenever possible, each provision of this Agreement shall be interpreted in such a manner as to be effective and valid under applicable law. If any provision of this Agreement shall be determined to be invalid by a final judgment or decree of a court of competent jurisdiction, such provision shall be ineffective only to the extent of such prohibition or invalidity, without invalidating the reminder of that provision, or the remaining provisions of this Agreement unless the invalid provision is so material that its invalidity deprives either Party of the basic benefit of their bargain or renders this Agreement meaningless.
10.5 Successors in Interest. This Agreement shall be binding upon and inure to the benefit of the Parties’ successors and assignees.
10.6 Third Party Beneficiary. Except as may be expressly provided for in this Agreement, nothing contained in this Agreement is intended to confer, nor shall this Agreement be construed as conferring, any rights, including, without limitation, any rights as a third-party beneficiary or otherwise, upon any entity or person not a party to this Agreement.
10.7 Recitals. The above-referenced Recitals are hereby incorporated into the Agreement as though fully set forth in this Agreement and each Party acknowledges and agrees that such Party is bound, for purposes of this Agreement, by the same.
10.8. Corporate Authority. Each of the undersigned represents and warrants that (i) the Party for which he or she is executing this Agreement is duly authorized and existing, (ii) he or she is duly authorized to execute and deliver this Agreement on behalf of the Party for which he or she is signing, (iii) by so executing this Agreement, the Party for which he or she is signing is formally bound to the provisions of this Agreement, and (iv) the entering into this Agreement does not violate any provision of any other Agreement to which the Party for which he or she is signing is bound.
10.9 Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original.
10.10 Compliance with Economic Sanctions in Response to Russia's Actions in Ukraine. When funding for the services is provided, in whole or in part, by an agency controlled of the State of California, Consultant shall fully and adequately comply with California Executive
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Order N-6-22 (“Russian Sanctions Program”). As part of this compliance process, Consultant shall also certify compliance with the Russian Sanctions Program by completing the form located in Exhibit “C” (Russian Sanctions Certification), attached hereto and incorporated herein by reference. Consultant shall also require any subconsultants to comply with the Russian Sanctions Program and certify compliance pursuant to this Section. [SIGNATURES ON NEXT PAGE]
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SIGNATURE PAGE TO PROFESSIONAL SERVICES AGREEMENT BY AND BETWEEN THE CITY OF PALM SPRINGS AND LMN / o2 JOINT VENTURE
IN WITNESS WHEREOF, the Parties have executed this Agreement as of the dates stated below.
CONSULTANT:
By: ______________________________ By: _______________________________ Signature Signature
Date: __ Date:
CITY OF PALM SPRINGS:
APPROVED BY CITY COUNCIL:
Date: _11/12/2025_____ Item No. 1.F.
APPROVED AS TO FORM: ATTEST:
By: ___________________________ By: _______________________________ City Attorney City Clerk
APPROVED:
By: _______________________________ Date:
City Manager –up to/over $150,000
Deputy/Assistant City Manager – up to $50,000
Director – up to $25,000
Manager – up to $5,000
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EXHIBIT “A”
SCOPE OF SERVICES
1.1. Background:
The Palm Springs Convention Center, a cornerstone of the city’s hospitality and tourism economy, has served as a premier venue for conferences, exhibitions, and community events since its original construction in 1984. A major expansion and modernization effort was completed in 2005, significantly increasing the facility’s capacity and enhancing its amenities. Despite these improvements, many of the Convention Center’s core systems, finishes, and functional spaces now require further upgrades to meet current industry standards and user expectations.
In response to evolving market demands and the need to maintain competitiveness in the regional convention landscape, the City of Palm Springs is initiating a comprehensive renovation and expansion of the Convention Center. This project is intended to address deferred maintenance, improve operational efficiency, and enhance overall visitor experience through renovation, expansion and updating the master plan. It also supports the City’s broader goals of economic development, sustainability, and community engagement.
1.2. Scope:
The City of Palm Springs seeks to obtain professional architectural and engineering services to provide design and construction administration services for the Palm Springs Convention Center Renovation and Expansion Project that is expected to be delivered in three stages.
The sequence of the work identified below is structured so that renovations and repairs can be bundled, issued for bid, and executed quickly. Subsequent stages will design a more challenging expansion to the east side of the complex and ultimately update the convention center master plan, both of which are more time-intensive and will require significant public engagement. A further advantage of the three-stage implementation strategy is its alignment with the funding program, which is currently being finalized.
It will be the responsibility of the successful firms and to determine the necessary staffing level required to perform the scope of service. The City will not provide dedicated workspace or office space, City staff, or City resources, printing or copying services, or clerical assistance for the performance of this agreement.
All services shall be performed in compliance with the industry and professional standards and all applicable federal, state, and local laws, ordinances, and regulations including the Americans with Disabilities Act (ADA), current California Building Code, and the rules and ordinances of the County of Riverside and the City of Palm Springs The City further reserves the right, when applicable and in the best interests of the City, to require the architect to engage sub-consultants with special expertise when the unique circumstance of a particular project warrants such additional services. The City may provide recommendations to the architect for consideration and reserves the right of approval of any sub-consultant selected by the architect on any project.
A. In coordination with the City’s Owner’s Representative, Consultant’s responsibilities may include, but are not limited to, the following:
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a. Lead a team to prepare architectural, structural, mechanical, electrical, plumbing, safety systems, landscaping and other drawings as needed for new infrastructure, upgrades or improvements for municipal buildings and structures. b. Preparation of conceptual drawings, plans and renderings as may be requested by the City for projects being contemplated or visioning sessions with the community.
c. Move assigned projects through all City entitlement processes, including but not limited to, architectural review, planning approval, building & safety, engineering and construction, including City Council approval if applicable. d. Attend meetings and prepare presentations for staff reports to City advisory board, commissions, and the City Council when said meetings relate to projects covered by this contract, and as warranted or directed by the City Manager or his/her designee.
e. Feasibility studies for new, renovation, and alteration projects. f. Facility assessment, studies and/or audits to determine compliance with various federal, state, and local regulations (ADA, Building Code, Fire Code, energy efficiency, etc.).
g. Preparation of reports that may be needed for preliminary documents, working drawings, permitting, construction drawings, specifications, bid documents, and construction cost estimates.
h. Coordinate with a sub-consultant to provide plans and construction drawings for the installation of fire sprinklers and fire alarm systems in new or existing buildings. This may be part of a larger project or a standalone project to install fire sprinklers and fire alarm systems in an existing building. i. Provide construction advisement and/or construction management services, value engineering and advice on projects that need to be constructed in phases. j. Provide documentation, assist in warranty review, participate in project closeout, and provide as-built record drawings as-needed. k. Cooperate, coordinate, and communicate with all internal City departments and divisions as necessary. Coordinate meetings with City staff, contractors and other stakeholders as the project may require.
The architect will be expected to coordinate Stages 2 and 3 with a parallel urban planning effort, issued under a separate RFQ, focused on creating an urban connector that links the Convention Center with surrounding properties and downtown Palm Springs and enhances pedestrian and multimodal connectivity. The goal is to have the first phase of district improvements completed concurrently with the convention center upgrade program.
The architect is expected to apply its best knowledge and expertise to represent the interests of the City in the management of design, procurement, bid packaging, LEED® Gold certification, assistance with Project commissioning, close-out, and warranty of the Project.
B. Stage 0 – Scope of Work – Programming, Vision and Budget Alignment
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D Work with City and stakeholder group to confirm the 3roject program, define a shared vision for all stages of the 3roject (Stage 1, 2, and 3) and align with the 3roject budget.
E Consultant shall develop the schedule and scope of Stage 0 in collaboration with the City. Scope of Work for this phase will include but will not be limited to the following elements:
L Project Setup; Define shared vision and desired outcome with City team LL Define 3roject stakeholder group and City decision making matrix LLL Define Stage 1, 2, and 3 Scope of Work parameters and relative budget allocation
LY Define overall 3roject schedule and key milestones
Y Align overall budget parameters with Scope of Work
YL Validate Scope of Work for facility assessment
C. Stage 1 – Interior Renovations and Miscellaneous Capital Projects a. The scope of work is generally described as undertaking an evaluation of the existing facility and working with facility management to update the previous capital improvements program. This effort will identify additional building areas, systems and equipment requiring updates or replacement. The selected architect will also develop an updated design palette, integrate updates into the existing complex and set new design standards for future development. b. Upon approval by the City and its designated representatives, the architect will complete the design and documentation, oversee bidding and provide construction administration and closeout services. Services are expected to include the following:
i. Site and facility analysis
ii. Public engagement
iii. Program Development
iv. Design and documentation (including multiple subconsultants required) v. Coordination with other City initiatives
vi. Permitting and regulatory requirements
vii. Oversee bidding
viii. Provide construction administration
ix. Cost estimating
x. Sustainability and LEED Certification
D. Stage 2 – East Expansion
a. Stage 2 of the Palm Springs Convention Center Renovation and Expansion Project will focus on the East Expansion, aimed at increasing the facility’s capacity and enhancing its functionality to better accommodate large-scale events and future growth. This expansion is intended to remain within the
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existing property boundaries on which the current building resides and may or may not include a terrace and landscape improvements.
b. Upon approval by the City and its designated representatives, the architect will complete the design and documentation, oversee bidding and provide construction administration and closeout services. The extent of services to be included and under this solicitation may include a combination of, but is not limited to, the following disciplines:
i. Audiovisual
ii. IT (low-voltage systems)
iii. Food service
iv. Life safety
v. Fire protection
vi. Structural engineering
vii. Civil engineering
viii. Mechanical engineering
ix. Electrical engineering
x. Lighting design
xi. Environmental graphics
xii. Interior design/FF&E
xiii. Landscape architecture
E. Stage 3 – Master Plan Update
a. Phase 3 of the Palm Springs Convention Center Renovation and Expansion Project will focus on updating the facility’s long-range Master Plan to guide future development, integration with surrounding districts, and alignment with broader city planning goals. Services are expected to include but are not limited to the following:
i. Assessment of existing Master Plan
ii. Visioning and strategic planning
iii. Conceptual planning and phasing
iv. Urban integration and connectivity
v. Zoning and land analysis
vi. Entitlements
vii. Public engagement
1.3. Schedule:
Work will commence on the issuance of a Notice to Proceed and all work shall be completed by December 31, 2028.
1.4. Compensation:
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Work will be compensated on an hourly rate basis in accordance with individually approved proposals resulting in the issuance of purchase orders. Contract pricing includes all labor, expenses, and incidentals to complete the work outlined in the contract scope. The Consultant may request monthly payments based on the percentage of work completed for the previous month as long as a detailed progress report is provided to support the amount requested. No additional compensation will be due by the City unless the contract is modified for additional work requested by the City.
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EXHIBIT “B”
SCHEDULE OF COMPENSATION
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EXHIBIT “C”
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ATTACHMENT D
Stage 0 Report
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Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 1
STAGE 0 REPORT 6 / 0 4 / 2 0 2 6
Palm Springs Convention Center (PSCC)
Modernization Project – Renovation + Expansion
P R O J E C T T E A M
Client – City of Palm Springs
City Engineer Joel Montalvo
Chief Economic Development
Officer
Wayne Olsen
Program and Project Administration
Conventional Wisdom Rick Schmidt
Conventional Wisdom Audra Biediger
Conventional Wisdom Michael Godoy
PSCC Operator – Oak View Group
General Manager Karen Totaro
Former General Manager Rob Hampton
Director of Operations Mario Irrera
Director of Event Services Kristie Dore
Design Team – LMN/o2 Joint Venture
LMN Partner-in-Charge Pamela Trevithick
o2 Partner-in-Charge Lance O'Donnell
Project Designer Stephen DeMayo
Programming & Planning Brian Tennyson
Consultant Team
Cost Estimator Vermeulens
MEP / AV / IT ME Engineers
Lighting Design HLB Lighting Design
Life Safety, Code &
Accessibility
Wōden
Structural & Envelope Martin / Martin
Food Service Design Ricca Design Studios
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Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 2
S T A G E 0 P R O C E S S
The goal of this stage was to define the project scope in collaboration with the client team, provide current construction costs to that scope, and align the scope and costs with the City of Palm Springs' expectations prior to proceeding into the schematic design phase.
LMN/o2 is approaching the renovation and expansion scope of work as a single design project. The renovation and expansion work may be completed in multiple phases to coordinate with PSCC events but will be within a single construction contract by a Construction Manager at Risk (CMR).
The Stage 0 process included the following tasks and activities:
– Several interactive work sessions with City of Palm Springs representatives along with the leadership and operations team of the convention center. – LMN/o2 attended joint presentations and workshops where the District Planning and Branding teams, along with LMN/o2, heard from community stakeholders, Aqua Caliente Band of Cahuilla Indians, and city council representatives regarding their ideas, priorities, and hopes for the project.
– A thorough review of previous renovation and expansion recommendations and cost analysis. – Vermeulens reviewed cost estimates from the prior study, including updates provided by Conventional Wisdom and RLB, and provided an estimate of the previous scope at current construction prices.
– The LMN/o2 team reviewed the existing facility FOH spaces and prepared a list of recommended renovations for the client team.
– LMN/o2 reviewed the previous expansion scope with the PSCC team and based on initial feedback, prepared 3 expansion options ranging from the prior study recommendation to a more Palm Springs experience option with increased meeting and pre-function areas. – Prioritization exercise – LMN/o2 held an interactive workshop where renovation scope and expansion options were presented and PSCC staff indicated desired priorities using colored dots on a large scope chart (see Diagram 1 below). This process informed revisions and refinements to both renovation and expansion scope options. – LMN/o2's engineering consultants conducted an independent on-site review of the facility, providing infrastructure improvement recommendations categorized as:
◦ Have to Do (HTD) / Critical
◦ Should Do (SD) / Poor
◦ Like to Do (LTD) / Fair
– An infrastructure workshop was held with PSCC leadership and operations team to review the recommendations, confirm categorization, and identify any missing scope. Findings were used to update the infrastructure scope list and inform costing priorities. – Vermeulens produced several concept-level cost estimates throughout Stage 0 as new information emerged. Estimates were shared at project meetings, feedback was received, and materials updated for subsequent meetings.
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Palm Springs Convention Center | Modernization Project - Renovation + Expansion Stage 0 Report LMN/o2 Joint Venture Page 3
Diagram 1 – Prioritization workshop, dots exercise.
To organize the multiple renovation and improvement needs, the scope of work was divided into three categories during the estimating exercise:
– Renovation – upgrades to the existing PSCC
– Expansion – east entry and meeting room addition
– Infrastructure – Deferred maintenance such as MEP, AV, IT, roofing, and other building systems
R E N O V A T I O N
LMN/o2 developed the renovation scope based on PSCC staff input, operational concerns, and current trends in the meetings and events industry. The scope is organized into the following areas:
1. Main Lobby
2. Primrose Ballroom
3. Oasis Exhibit Hall
4. Hallway 2 (South Pre-function)
5. Mesquite Meeting Rooms
6. Smoke Tree Meeting Rooms
7. Renovation of Existing Restrooms
8. Renovation of Existing Kitchen
9. Signage
10. Raise the Roadway (E. Amado Rd)
11. Exterior West Entry Canopy Lighting
Items 1–7 contain specific renovation scope recommendations that were developed, reviewed, and refined through several interactive meetings with the city and PSCC team. Scope descriptions are listed in the final scope cost analysis spreadsheet – see attachment file.
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Kitchen
Two options were presented: Option 1 renovates the existing kitchen in place; Option 2 relocates the main kitchen to the north, just outside the Primrose Ballroom. Both options incorporate retherm food service delivery technology. Reference Appendix for kitchen options. An RFP solicitation for the food service contract is currently underway, and a decision on which option to proceed with will be made once the food service contractor is onboard. Since both options are similar in construction cost, an allowance of $14M has been carried for food service work for Stage 0. Further refinement of approach, scope, and cost will be undertaken during schematic design with PSCC staff and the selected food service vendor.
Signage
Signage costs are carried as a square-footage allowance. Further scope and cost analysis will occur during schematic design.
Raise the Roadway (E. Amado Rd)
During the prioritization workshops, raising a portion of E. Amado Rd. between the convention center and Jackie Lee Houston Plaza was identified as the primary improvement request for exterior spaces, besides the east expansion.
Exterior West Entry Canopy Lighting
This scope addresses current lighting and control deficiencies along the west entries into the convention center.
E X P A N S I O N
LMN/o2 developed three east expansion options for the client and operator's consideration. All options include additional FOH support spaces. Reference Appendix for expansion options. – Option 1 – 7,800 sf increase in pre-function space, 4,375 sf increase in meeting space, and an exterior event plaza.
– Option 2 – 12,000 sf increase in pre-function space, 6,300 sf increase in meeting space, and an exterior event plaza.
– Option 3 – 14,800 sf increase in pre-function space, 8,500 sf increase in meeting space, and an approximately 5,000 sf special indoor/outdoor event space.
Option 3 is the overwhelming preference for the convention center leadership and staff.
I N F R A S T R U C T U R E
The following LMN/o2 consultants conducted on-site reviews of existing conditions and systems, informing their improvement scope recommendations rated as Have to Do (critical), Should Do (poor), and Like to Do (fair):
– ME Engineers – reviewed MEP systems, controls, central plant, and IT and AV systems. – HLB Lighting Design – reviewed all front-of-house and exterior lighting and control systems. – Wōden – reviewed site conditions for accessibility concerns, along with life safety and fire alarm systems.
– Martin/Martin – performed a general assessment of exterior enclosure systems, including roofing, wall cladding, fenestration, and sealant assemblies.
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These recommendations were estimated by Vermeulens and incorporated into the overall cost and scope spreadsheet. The resulting scope was reviewed with the client team to confirm categorization and completeness.
C O S T E S T I M A T I N G
Vermeulens performed concept-level cost estimates based on narrative descriptions and diagrams of the intended scope. CM/GC indirect markups of 1.42x direct costs were applied based on current industry conditions. Escalation through 2027 was then applied below the line. See Diagram 03, summary page of the Cost Scope Analysis worksheet, for detail. The design team's construction cost estimate does not include owner soft costs. The construction cost limit for this scope of work was determined by the client representative team to be $81,360,000.
Separate infrastructure funding through a capital improvement (CapX) fund was explored but determined not feasible at this time. As a result, non-critical renovation and infrastructure items were designated as add alternates. The design team will develop these scope items during schematic design and with the client team to determine their feasibility within the project budget.
Roof rehabilitation work will be handled directly by the city as a separate contract and covered under the construction budget. The city has received a bid and scope of work for rehabilitation of the existing roofing system. The design team has requested a detailed scope of work for the rehabilitation so our envelope consultant can review and confirm their recommended repair/replace scope is being addressed. This review can occur once the material is received. This approach may be explored for other distinct scopes of work that are not dependent on adjacent renovation or expansion work.
S T A G E 0 S C H E D U L E
Diagram 02
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C O S T S P R E A D S H E E T S U M M A R Y P A G E
Diagram 03: Stage 0 construction costs and scope summary. See attachment file for the full cost and scope spreadsheet.
S U M M A R Y
Stage 0 successfully identified the full scope of desired improvements, established concept-level cost estimates, and established scope priorities for the project. As expected at this stage, several scope items require further analysis before final decisions can be made:
– Kitchen design – a determination of renovation in place or relocation will need to be made by mid-way through schematic design.
– Roofing – confirmation that contract scope aligns with consultant recommendations. – Security System – confirming number of cameras and door controls are properly captured.
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– Electrical Distribution Replacements – this scope will need to be better defined during schematic design.
– IT Infrastructure – this is a priority for the center and will be studied further during schematic design.
– Fire Alarm System – the extent of work required with existing and new systems will be explored.
– Renovation – as the design develops, the team will look for opportunities to refine ideas and improve cost confidence. Several BOH spaces were identified as under-performing and may require relocation or renovation. These items are not currently carried in the construction budget but may be folded into adjacent or related improvements. – Second Floor Offices – the offices on the north side of the Oasis Exhibit Hall are not currently accessible. Unless the offices are relocated to an accessible level, given the extent of improvements to the center, accessibility to these second-floor offices will need to be addressed within the project budget. This scope is not captured in the cost estimate.
The project will enter schematic design with the scope exceeding the construction budget of $81,360,000. This is intentional direction from the client team to avoid prematurely reducing the scope of work while several areas still require additional exploration and analysis.
The design team will enter schematic design focused on better defining systems and costs where necessary and making decisions collaboratively with the client team to align the project with the defined construction budget.
LMNo2 recommends designing the Stage 1 and Stage 2 scopes concurrently to ensure a cohesive, seamless project and avoid the risk of rework that could result from a sequential expansion design process. Building systems and design decisions should be evaluated holistically across the full project scope.
The design team is preparing a fee proposal for schematic design through construction administration and closeout based on this integrated approach. While there may be opportunities to package portions of the renovation work for bidding, it is too early to define those strategies.
Development of the delivery approach will require coordination with convention center operations and facilities staff, the CMR, and the owner’s representative. Once the CMR is on board, discussions on refining the delivery approach and the potential of early permitted work can occur. A preliminary design schedule for future phases is included in the appendix for reference and will be refined as the broader project team is assembled.
A T T A C H M E N T
• 05 22 2026 PSCC Stage 0 Cost Scope Analysis.xlsx file
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A P P E N D I X
East Expansion Options
• Option 1
• Option 2
• Option 3
Kitchen renovation options
• Option 1 – Renovation of Existing
• Option 2 – Relocation of Main Kitchen
Preliminary Design Schedule for SD – CO Phases
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Palm Springs Convention Center Expansion Narrative
Option 1 (Pre 3/5 Workshop)
East Lobby
7,800 GSF Lobby
A new enclosed lobby seismically separated from the existing structure • New roof
• Glass CW enclosure
• Seismic joint at north wall to existing oasis ballroom and west interface of lobby • Carpet
• Acoustic ceiling treatment
• New restrooms approximately 1,200 SF (inclusive in the 12,000 SF) • 500 SF Storage/Reception (inclusive)
East Meeting Rooms
7,560 GSF enclosed space
Meeting Space (50’-0” x 87-6’) - 4,375 SF
• (3) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room • Exterior doors to east
• 12’-0”Dx87-6’W east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• Optional Exterior Operable walls on the east
• 750 SF of BOH Space/Storage
Palm Springs Convention Center
Expansion Options - 3/18/2026 OPTION 1enclosure, System TBD during SDOasis Exhibit Hall and west interface of lobby
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Option 2 (Post 3/5 Workshop)
East Lobby
12,000 GSF Lobby (per CC recommendations)
A new enclosed lobby seismically separated from the existing structure • New roof
• Glass CW enclosure
• Seismic joint at north wall to existing oasis ballroom and west interface of lobby • Carpet
• Acoustic ceiling treatment
• New restrooms approximately 1,500 SF (inclusive in the 12,000 SF) • 500 SF Storage/Reception (inclusive)
East Meeting Rooms
11,900 GSF enclosed space
313’-0 LF of New Enclosure
Meeting Space (60’-0” x 105’) - 6,300 SF
• (3) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room • Exterior doors to east
• 12’x105’ east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• Optional Exterior Operable walls on the east
• 780 SF of BOH Space/Storage
OPTION 2enclosure, System TBD during SDOasis Exhibit Hall and west interface of lobby
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OPTION 2
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Option 3 (Post 3/5 Workshop)
East Lobby
12,000 GSF Lobby (per CC recommendations)
A new enclosed lobby seismically separated from the existing structure • New roof
• Glass CW enclosure
• Seismic joint at north wall to existing oasis ballroom and west interface of lobby • Carpet
• Acoustic ceiling treatment
• New restrooms approximately 2,000 SF (inclusive in the 12,000 SF) • 500 SF Storage/Reception (inclusive)
East Meeting Rooms
10,500 GSF enclosed space
Meeting Space (50’-0” x 87-6’) - 4,375 SF
• (3) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room • Exterior doors to east
• 12’-0”Dx87-6’W east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• Optional Exterior Operable walls on the east
• 750 SF of BOH Space/Storage
South East Meeting Rooms
7,800 GSF enclosed space
Meeting Space (50’-0” x 87-6’) - 4,275 SF
• (2) Airwall subdivision (for four subdivisions)
• Clearstory on both east and west ends of meeting room OPTION 3enclosure, System TBD during SDOasis Exhibit Hall and west interface of lobby
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• 12’-0”Dx87-6’W east exterior canopies for outdoor breakout space • Acoustical wall treatment
• Specialty acoustical ceiling
• 700 SF of BOH Space/Storage
2800 SF of Prefunction space
• Exterior glass façade
• Exterior doors
1500 SF of Covered breezeway space
East Lawn
5,000 SF of total exterior space
3000 SF of softscape
Outdoor lighting and power
Overhead sun canopies
2500 SF of exterior trellis flanking meeting rooms and breezeways
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Expansion Option 3 Scale
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164.66' N 48°03'09" E
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97.32' N 41°56'51" W
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172.00' N 41°56'51" W
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1 02 47 45 2.33 N G
1 02 46 452.2 1 NG
1024 4 452 .2 7 NG
102 43 45 2.15 NG
1 02 42 451.71 NG
10239 451.54 NG
1 0237 45 1.7 5 NG
10 23 5 4 51 .22 NG
10 233 45 0.11 NG
1023 0 4 50 .89 NG
10 22 9 4 50.59
600 ..C L 8'
10 228 44 9.68 BUS HES CL 8 '
1 02 27 452.1 3 BUSH ES CL 8'
1022 6 4 52 .32 BUSH ES CL 8'
10 224 4 54 .24 BU SHES CL 8'
10 22 3 4 54.59 BU SHES CL 8'
1021 9 4 54 .74 GAS LINE 2"
1021 8 453.99 GAS LINE 2"
102 09 452 .0 3 NG
1020 8 4 51 .86 NG
1 0205 45 2.6 8 NG
1 02 04 452.4 0 NG
1 020 1 4 53 .0 9 NG
10 199 45 3.94 N G
101 97 454 .70 NG
1 0196 454.5 1 NG
1 01 94 45 4.06 N G
1 01 93 45 2.7 4 N G
1 01 91 45 3.35 N G
10 189 4 53.95 N G
1018 8 4 54 .33 NG
1 01 86 451 .8 1 NG
101 84 45 2.22 NG
101 82 452.62 NG
101 80 45 3.1 6 NG
10 178 45 3.52 N G
10 17 7 4 54.2 1 NG
101 76 454.52 NG
10 17 5 4 53.72 STONE 4 BO UL DERS
10 17 4 45 4.31 STONE
1 01 73 45 4.2 7 STO NE 1 0172 4 54.59 STON E
1 01 69 453.6 0 NG
101 67 45 3.01 NG
101 65 45 2.41 NG
1 01 63 451.9 0 NG
10 16 1 451 .72 NG
1 01 59 45 1.2 2 N G
10 15 8 4 50 .87 NG
101 56 44 9.60 NG
1 015 4 4 49.5 2 NG
101 53 44 9.65 NG
10 152 4 50.98 N G
10 15 1 45 0.59 NG
1014 4 4 49. C 65 O NC
1012 8 450.5 G 5 AS LINE
10 11 1 451 .5 G 0 AS LIN E
1 00 96 4 52.
G 32 AS LINE
10 074 45 3.2 G 4 AS LINE
1 00 24 4 55.10 M ASO NARY
1 00 22 455 .27 MASO NARY
1 00 21 4 55
M.28 ASO NARY 0 .4
10 013 45 4.95 18 " DECIDU OUS
453.97
TC TOP W HC RAMP
16 87 4 48 .6 1 TC
16 86 448.8 7 TC EC
1685 4 48 .8 7 TC MO C
1 680 448.88 TC BC
16 79 448 .78 A C FS 1 677 4 49 .27 TC
1 67 3 4 48.85 AC FS
1 66 8 4 49.07 AC FS 1 66 7 4 49 .54 TC
1630 44 9.36 A C FS 16 29 44 9.7 8 TC
1594 449.9 2 AC FS
1 591 45 1.
04 TC HP
1590 4 50.64 AC HP
1 589 4 50.80 AC HP
15 88 450.3 8 TC EC
15 87 45 0.2 6 TC M OC
1586 44 9.
85 AC FS
1 58 5 4 50 .26 TC BC
15 82 450.4 7 TC
1581 450.0 3 AC FS
1 580 44 9.92 AC FS
1579 450.3 6 TC
15 78 45 1.1 4 TC
157 7 4 50 .65 AC FS
1 559 45 0.30 AC FS
1558 45 0.75 TC
1 55 2 45 0.
61 1
TC BC
55 1 4 50 .60 TC EC
155 0 4 50 .71 TC
15 48 45 1.03 TC BC
154 7 4 50 .99 TC M OC
15 46 45 1.0 1 TC EC
1 54 3 4 51 .20 TC
1514 45 1.1 7 TC EC
15 13 45 0.79 TC BC
1 51 2 4 50.56 TC/FL
1 51 1 4 50.14 TC EC 1510 45 0.19 TC BC
1503 450 .59 TC
1 50 2 45 0.51 TC 150 1 44 9.99 AC FS
1489 449.9 0 TC MO C
1 48 6 449 .63 ACFS1 484 4 50.13 TC
14 78 450 .0 1 TC @ G ATE
14 77 44 9.8 7 TC M OC
14 76 4 49.8 4 TC @ GA TE
1 47 5 4 49.84 TC @ G ATE
14 74 4 49 .5 8 TC @ GATE
146 9 4 49 .62 TC E C
14 68 44 9.8 4 TC M OC
146 7 449 .77 TC B C
1 46 6 4 49.53 ACFS
1 46 5 4 50 .03 TC
14 53 45 0.1 1 TC
1 45 2 4 49.81 TC EC
1 44 8 449 .80 TC MO C
1 44 5 4 49.75 TC BC1 44 0 44 9.59 AC FS
1439 450 .0 6 TC
14 38 45 0.24 TC
143 7 449 .77 A C FS
143 6 4 50 .05 AC FS 143 5 4 50 .50 TC
14 32 4 49 .7 9 TC
14 31 44 9.3 2 AC FS
1430 450.2 7 AC FS 1 42 9 45 0.
78 TC
1428 449 .9 5 TC 1 42 7 449 .46 AC FS
1 426 4 49.68 AC FS
1 42 2 4 50 .96 TC
14 20 450.1 2 TC WK TR ENC L
1 41 5 45 0.
11 TC
14 12 45 0.9 3 TC WK TR EN CL
139 1 4 50 .25 TC R OTATE
13 90 44 9.5 1 TC RO TATE
13 89 4 48.4 4 TC
137 6 4 49 .12 AC FS 137 5 449 .58 TC
1 37 1 4 48 .87 TC EC
1 37 0 448.86 13 69 TC MO C 4 48 .8 6 TC BC
13 46 44 9.26 AC FS 1 34 5 4 49.66 TC
1 338 448.79 TC BTM X H C RAMP BC BC
133 7 4 48 .81 TC BTM X HC RA MP BC BC
133 6 4 49 .26 TC TO P X HC RAM P BC
1 335 4 49 .30 TC TOP X HC RAMP
13 34 4 49 .38 TC MOC 1 33 3 4 49 .39 TC BC
1 30 2 4 49 .33 AC FS
1 301 4 49 .78 TC
12 98 45 0.2 5 TC BC 12 97 44 9.72 AC FS 12 96 4 50 .1 3 TC MOC 12 95 449.5 8 AC FS 129 4 450 .04 TC E C
12 91 4 49.8 1 TC BC 12 90 44 9.2 8 AC FS
12 89 4 49 .1 1 AC FS
128 8 4 49 .50 TC EC
1283 44 9.6 0 TC BC
128 2 4 49 .58 TC M OC
12 81 4 49 .5 2 TC EC
1 28 0 44 9.
18 AC FS
127 9 449 .13 AC FS
12 78 44 8.44 TC
1 257 44 8.17 TC 12 56 4 48 .2 0 TC
1254 44 9.06 TC
1 253 4 48.60 AC FS
12 52 44 8.39 AC FS 12 51 44 8.7 5 TC EC 1 248 4 48 .58 TC BC 124 3 448 .43 TC
12 34 4 49 .2 6 TC BC
1 23 2 449.25 TC MO C
1 23 1 4 49 .29 TC EC1 229 44 9.07 AC FS 12 28 44 9.56 TC 12 22 4 48 .9 9 AC FS122 1 4 49.46 TC M OC TC
1218 4 46 .8 3 TC BTM X HC RAM P
1 217 4 47 .27 TC TOP X H C RAMP
1 207 4 46 .63 TC 0 " CF
12 06 44 6.8 2 TC PRC
120 5 446 .76 TC @ CB
1 20 4 4 46.78 TC @ CB
120 3 4 46 .75 TC @ C B
11 93 44 6.9 0 TC BC
11 87 44 7.0 3 TC
1 18 6 4 47.30 TC
118 3 44 7.58 TC
1180 447 .8 1 TC
1 175 4 47.74 TC
11 58 44 7.60 TC 1 15 6 4 47 .64 TC
1152 4 48 .1 8 TC
1 15 1 4 48.14 TC 11 33 44 7.5 7 TC
112 6 4 47.34 TC
11 22 44 7.2 3 TC ECR
11 17 446 .71 TC BTM X HC R AMP
111 6 4 46 .79 TC BTM X HC RAM P
11 15 447.2 9 TC TOP X HC RAM P
1 114 4 47.21 TC TOP X HC RAMP
11 09 447 .18 TC @ B CR CB
11 08 44 7.3 4 TC @ C B
1 096 45 0.28 TC PRC
10 95 45 0.22 TC
10 94 45 0.0 0 TC
1 09 3 4 49.59 AC FS
10 92 4 49.4 4 AC FS
1 09 1 44 9.81 TC
1 090 44 9.82 TC
1 08 9 44 9.72 TC
10 83 448 .63 TC TO P X
10 82 4 48.2 2 TC BTM X
1079 44 8.58 TC B TM X
1 078 449.02 TC TOP X
10 77 44 9.2 1 TC TOP X
10 76 448.8 2 TC BTM X
10 75 4 48 .9 6 TC BTM X
1 074 4 49 .35 TC TOP X
1062 45 3.
69 TC EC R
1 056 4 53.13 TC EC
10 51 45 3.1 9 TC BC
1 050 4 53 .28 TC EC
104 5 453 .58 TC BCR
1042 45 3.97 TC TO P W HC RAMP
104 0 4 52.
69 TC
10 39 452 .1 2 TC
10 33 45 2.01 TC
10 30 4 51 .3 9 TC
1 02 7 4 50.34 TC BTM X HC RAM P
10 26 45 0.4 4 TC BTM X HC RAM P
1 02 5 450 .89 TC TOP X HC R AMP
102 4 4 50 .74 TC TO P X HC RAMP
1 021 4 50 .26 TC
101 8 4 49 .65 TC
10 17 4 49 .4 1 TC
1 014 4 48.97 TC
101 3 4 48 .40 TC
10 08 44 7.84 TC BC
1 007 4 47.64 TC EC
1001 44 7.3 1 TC
1 00 0 452.93 TC
453.58
LG453.49
FL
16 88 44 8.2 0 LG
1 684 448.50 LG
1683 448.5 0 LG
168 2 448 .43 FL
1 68 1 448 .52 LG
1 67 8 449 .24 BW
167 6 4 49 .35 BWC C
16 66 44 9.5 6 BW
16 32 44 9.1 3 LG 16 31 4 49 .0 9 FL
15 93 450.6 4 LG
159 2 450 .57 FL
15 84 450 .34 BW @ B OC
15 83 4 50.5 7 BW CC
156 6 449 .88 FL
15 57 450.7 4 BW CC
1556 4 50 .0 3 LG
1 555 45 0.07 LG 1 554 450.17 LG
1 55 3 4 50 .15 LG
15 49 45 0.2 6 LG
1 54 5 45 1.
08 BW @ BO C
1 544 4 51.22 BW CC
1509 4 50 .40 BW EC
1 508 45 0.36 BW B C
1 50 7 4 50.27 BW EC 150 6 4 50 .35 BW BC
1 505 4 50 .68 BW CC
150 4 450 .64 BW C C
15 00 44 9.6 0 FL 1 499 449.68 LG
1 498 449.72 LG
14 93 44 9.40 FL
1492 4 49 .4 5 LG
14 91 4 49 .4 6 L G
149 0 4 49 .46 L G
1 48 8 44 9.93 B W @ B OC
1487 4 50 .17 BWCC
1 464 44 9.
32 FL
14 63 44 9.3 5 FL 1 46 2 4 49 .42 LG
1 46 1 44 9.34 LG
146 0 44 9.35 LG 1 459 4 49 .39 LG
1 45 4 45 0.16 BW CC
14 51 44 9.46 1450 LG 449.4 2 LG 14 49 449.3 9 L G
14 47 44 9.3 3 FL
1 44 6 449 .30 LG
144 4 449 .88 B WEC 1443 449.8 6 BW MO C
1442 44 9.8 2 BW BC
1441 450 .0 9 BW C C
1434 45 0.51 BW C C
14 33 44 9.8 8 BW CC 137 9 449 .88 BW C HECK
13 74 4 48.6 2 L G 1 373 448.59 FL
137 2 448 .41 FL
136 8 4 48.49 L G
1 367 4 48.48 LG
1 36 6 4 48 .50 L G
1342 44 9.4 6 BW EC
13 41 44 9.3 3 BW BC
13 40 449.3 6 BW EC
13 39 449.6 0 BW BC
13 32 4 48.8 4 FL
133 1 4 48 .80 FL
1 330 4 48 .79 FL
132 9 4 48 .73 FL
1 32 8 4 48.78 LG 1 327 44 8.80 LG
1 32 6 4 48.
83 LG
13 25 44 8.83 L G
132 4 4 48 .89 LG
13 23 44 8.9 0 LG
13 22 4 48.9 1 L G
1321 448.8 7 LG
1 300 44 9.
88 BW @ CC
1 299 450.14 BW @ BOC
1 25 9 44 7.73 FL
1 25 8 44 7.73 FL
1 25 5 44 9.24 BW CC
12 50 4 48.2 6 FL
1249 448 .1 2 FL 1 247 448.76 BW EC
1 24 6 44 8.
66 BW M OC 12 45 44 8.63 BW BC
12 44 4 48 .5 7 BW CC12 42 447.9 6 FL
1 241 448.09 LG
1 24 0 4 48.29 LG
12 39 448.3 2 FL
123 8 448 .38 L G
1237 44 8.37 L G
1 236 44 8.87 LG
1 235 4 48.83 L G
12 33 44 8.7 8 FL
12 30 448.8 7 LG
122 7 449 .64 B WC C
122 6 44 9.33 BW CC EC 1 225 4 49.29 BW CC M OC 12 24 449 .3 1 BW CC BC 1 223 4 49.52 BW CC
12 20 44 6.5 9 L G
1 216 4 46.71 FL12 15 44 6.66 L G 1214 4 46 .87 L G
12 13 44 6.84 L G
12 12 44 6.6 4 FL
121 1 446 .73 LG
1210 44 6.
64 LG 12 09 446 .48 FL 12 08 44 6.88 L G
12 02 445 .98 FL @ CB
12 01 4 46 .07 FL @ CB
12 00 44 6.29 FL
11 99 446 .5 0 L G 1 19 8 446.58 LG
1 197 446.53 LG
1196 44 6.4 8 LG
1 195 4 46 .51 LG
1 194 4 46.44 FL
1 18 9 4 46 .69 LG
11 88 446 .5 6 FL
11 85 44 6.82 FL
118 4 44 6.99 LG
1182 447.0 8 FL
11 81 447 .28 L G
1179 4 47 .3 1 FL
1 17 8 4 47.53 LG
1176 44 7.2 2 FL
11 74 447 .87 BW
11 60 44 6.75 FL @ OU TLET1 159 446.76 FL @ O UTLET
11 57 4 47 .0 5 FL 11 55 447.0 4 FL
1 15 4 4 47.70 FL 1 15 3 4 47 .71 FL
11 34 4 47.7 4 BW
1132 4 47 .0 7 FL
113 1 4 47.21 LG
1 12 8 4 46 .95 LG
1 127 4 46 .81 FL
1 12 4 44 6.82 LG
1 123 4 46 .69 FL
1121 446 .7 4 FL
1120 446 .9 4 LG
1 11 9 44 6.
83 LG
11 18 446.5 6 FL
111 3 4 47 .42 BW EC
11 11 447.4 3 BW MO C
111 0 4 47 .42 BW BC
11 07 44 6.5 7 FL @ CB
11 06 446 .50 FL @ CB
1 10 5 4 46 .83 LG
1104 446.9 5 LG
1 10 3 44 7.
13 LG
110 2 4 47 .20 L G
1099 4 47 .90 FL 109 8 4 48.08 LG
10 88 44 8.8 4 BW 0 " CF
10 87 44 9.1 9 BW 0" CF
108 6 4 49.33 BW 0 " CF
1 08 5 44 9.52 B W 0 " CF
1084 448.8 5 BW
1081 44 8.29 FL 1080 4 48.44 L G
1 07 3 448 .93 FL 1 07 2 44 9.05 LG
1 06 1 453.20 FL 10 60 4 53 .2 9 LG
105 9 4 52 .32 LG
1058 452 .5 6 LG 105 7 4 52 .42 FL
10 55 452.6 6 FL 1 05 4 4 52 .73 L G
10 53 452 .82 L G
1 052 4 52.72 FL
1 04 9 4 52 .76 FL10 48 4 52 .9 0 L G
1 04 7 4 53.
20 LG 104 6 45 3.06 FL
1 04 4 4 53.58 LG
1 043 45 3.49 FL
104 1 4 52 .69 FL
10 38 45 1.6 4 FL10 37 45 1.7 3 L G1036 451.7 7 LG
10 35 45 1.6 4 LG 10 34 45 1.57 FL
10 32 451.0 3 LG 1031 45 0.93 FL
1 029 4 50.34 FL
1 028 450.39 LG
102 3 4 49 .88 L G 1 02 2 4 49 .79 FL
1020 4 49.23 L G 101 9 44 9.19 FL
1 01 6 448.60 LG 10 15 44 8.5 2 FL
10 12 44 7.9 3 FL10 11 4 48 .04 L G
1 010 447.46 LG 10 09 4 47 .3 8 FL
1 006 4 47.16 FL
10 05 44 7.29 LG
10 04 44 7.2 0 LG
1 003 44 7.00 LG 100 2 446 .84 FL
16 97 44 8.4 0 ST PR K 16 96 44 8.39 ST PR K 169 5 4 48 .43 ST PR K 1 69 4 4 48.44 ST PRK 16 72 44 8.49 ST PR K LG
1 671 4 48 .50 ST PRK L G
16 50 44 9.6 3 ST PRK
1 649 4 49.65 ST PRK
16 48 44 9.64 ST PR K
1 64 7 449.63 ST PRK
16 46 4 49 .65 ST PR K
1645 449 .6 2 STP RK
1 644 44 9.71 ST PRK
16 43 449.7 2 ST PRK
1 642 4 49.82 ST PRK 164 1 449.75 ST PR K
164 0 449 .80 ST PR K
1 63 9 449.79 ST P RK
16 38 44 9.82 ST PR K
16 37 44 9.82 ST PR K
1 63 6 4 49 .86 ST PRK
16 35 44 9.8 4 ST PRK
1 634 4 49 .84 ST PRK
16 33 44 9.84 S TPR K
16 26 44 8.9 2 ST PRK LG
1 62 5 44 8.94 ST P RK L G
16 24 44 8.9 2 ST PRK LG
162 3 4 48 .95 ST PR K LG
16 22 44 9.00 ST PR K LG
1 62 1 44 9.03 ST PRK L G
1 620 4 49 .06 ST PRK L G
161 9 4 49 .07 ST PR K LG
1618 449.0 7 ST PRK LG
1617 4 49 .0 8 ST PRK LG
1 61 6 4 49.11 ST PRK L G
1615 44 9.12 S TPR K LG
1 614 449.14 ST PRK LG
1 61 3 449.17 ST P RK L G
1 612 4 49.18 ST PRK L G
161 1 44 9.19 ST PR K LG
161 0 449 .20 ST P RK L G
1 609 44 9.21 ST PRK LG
1 608 44 9.25 ST PRK L G
16 07 44 9.25 ST PR K LG
1 60 6 44 9.35 ST PRK L G
16 05 44 9.3 3 ST PRK LG
1 60 4 44 9.41 ST PRK L G
2 RK L G
15 76 44 9.79 ST PR K LG
15 75 44 9.7 9 ST PRK LG
1574 449 .8 5 ST PRK LG
15 73 449 .83 ST PR K LG
15 72 44 9.8 6 ST PRK LG
1 571 44 9.86 ST PRK L G
15 70 4 49 .8 5 ST PRK LG
156 9 449 .88 S TPR K LG
1 56 8 449 .96 ST P RK L G
1 567 44 9.98 ST PRK LG
15 65 449.9 9 ST PRK LG
15 64 45 0.01 ST PR K LG
15 63 450 .02 S TPR K LG
156 2 450 .03 STP RK L G
15 61 4 50 .06 ST PR K LG
156 0 450 .07 ST P RK
15 42 4 50 .4 8 ST PRK
1 541 4 50.48 ST PRK
15 40 45 0.42 ST PR K
15 39 4 50.4 2 ST PRK
1 53 8 4 50.41 ST PRK
153 7 4 50.
40 ST PRK
15 36 45 0.3 5 ST PRK
1535 45 0.3 3 S T PR K
1534 4 50 .30 ST PRK
15 33 45 0.29 S TPR K
15 32 4 50.2 6 ST PRK
153 1 4 50 .24 ST PR K
1 53 0 4 50.19 ST PRK
15 29 45 0.1 8 ST PRK
152 8 4 50 .17 ST PRK
1 52 7 45 0.11 S TPR K
152 6 45 0.13 ST PR K
15 25 45 0.1 5 ST PRK
152 4 449 .52 ST P RK L G
1 523 44 9.53 ST PRK L G
15 22 449 .5 5 ST PRK LG
152 1 4 49 .55 ST PR K L G
1 52 0 4 49 .57 ST PRK L G
151 9 4 49 .56 ST PR K LG
151 8 4 49 .59 ST PRK L G
1 517 4 49.61 ST PRK L G
1 51 6 449 .65 S TPR K LG
15 15 4 49 .67 ST PR K LG
1 49 7 449 .68 ST P RK
14 96 44 9.68 ST PR K
149 5 449 .52 ST PR K
1 49 4 449 .50 S TPR K
1458 4 49 .3 6 ST PRK
1457 449.3 9 ST PRK
145 6 4 49 .40 ST PR K
1 455 4 49 .42 ST PRK
14 10 44 9.9 3 ST PRK
14 09 449 .92 ST PR K
1 40 8 4 49.86 ST PRK 1 407 44 9.86 ST PRK
14 06 449.8 3 ST PRK
1 405 449.83 ST PRK
1 40 4 449.81 ST PRK
1 40 3 44 9.
79 ST PRK
1 40 2 4 49 .77 ST PRK
1 40 1 4 49 .77 ST PRK 14 00 449.7 8 ST PRK
13 99 449.7 9 ST PRK
1398 449.7 7 ST PRK
13 97 449.6 9 ST PRK
13 96 44 9.6 6 ST PRK
13 95 44 9.63 ST PR K
1394 44 9.6 3 ST P RK
1 39 3 449 .64 ST P RK
1 392 4 49.64 ST PRK
1 36 5 4 48 .49 ST PRK L G
1 36 4 448.49 ST P RK L G
1363 44 8.4 9 ST P RK LG
13 62 44 8.5 1 ST PRK LG
13 61 44 8.5 0 ST PR K LG
13 60 448.60 ST PRK LG
1 35 9 4 48 .60 ST PRK L G
13 58 44 8.63 ST PR K LG
13 57 4 48 .6 3 ST PRK LG
1 35 6 448 .65 S T PR K LG
13 55 44 8.6 5 ST PRK LG
1 35 4 4 48.67 ST PRK L G
135 3 4 48.70 ST PRK LG
1 35 2 448.70 ST P RK L G
13 51 44 8.7 0 ST PRK LG
1 35 0 4 48.74 ST PRK L G
1349 44 8.74 S TPR K LG
1 348 44 8.79 ST P RK LG
1 34 7 4 48 .78 ST PRK L G
13 20 4 49.2 7 ST PRK
1 31 9 4 49.
26 ST PRK
1 31 8 449.25 ST PRK
13 17 44 9.2 5 ST PRK
13 16 4 49.2 6 ST PRK
13 15 44 9.2 6 ST PRK
1314 4 49.25 ST PRK
13 13 44 9.1 9 ST PRK
13 12 449 .26 ST PR K
1 31 1 449.24 ST PRK
131 0 4 49 .25 ST PR K
1 30 9 44 9.25 ST PRK
1 308 4 49.22 ST PRK
130 7 449 .20 S TPR K
1 30 6 4 49 .17 ST PRK
1305 4 49.16 ST PRK
130 4 4 49 .13 ST PR K
13 03 449 .1 3 ST PRK
1 273 44 8.66 ST PRK 12 72 44 8.6 5 ST PRK
1 271 4 48 .50 ST PRK 1 27 0 4 48 .47 ST PRK
1269 4 48 .40 ST PRK 126 8 4 48 .39 ST PR K
1 267 44 8.42 ST PRK 1 26 6 4 48.44 ST PRK 1265 448.4 7 ST PRK 1 264 44 8.45 ST PRK 1263 448 .44 S TPR K 1 262 448.42 ST PRK 12 61 44 8.40 S TPR K 1260 448 .3 9 STP RK 169 3 44 8.47 LSLT
1669 4 49 .51 L SLT
166 2 4 49 .83 LSLT
129 2 4 50 .15 LSLT
117 0 448 .47 LSLT
114 5 4 48 .32 L SL T
1 14 2 4 48 .66 L SL T
1 13 9 4 47.70 L SL T
1 702 4 50.76 TR 1 .0D I2
17 01 450.1 6 TR 1.0D IA
170 0 45 0.
21 TR 2 .0DIA
1699 449.9 4 TR 2.0DIA
16 98 44 9.8 9 TR 2.0D IA
1 69 2 4 48 .44 TR 1 .0 DIA
16 91 448.4 7 TR 1.0D IA
1 690 44 8.
76 TR 1 .0DIA
1 68 9 4 49 .01 TR 1.0 DIA
16 65 449 .8 4 TR .60 DIA
16 64 449.8 0 TR .60 DIA
137 7 4 48 .94 TR EUC 1.0 D IA E.FACE
1287 45 0.4 3 TR PINE 3 .0D IA W.FAC E
128 6 450 .35 TR P IN E 2.0 DIA W.FACE
128 5 4 50.24 TR PIN E 2.0 DIA W.FACE
1 27 5 449.71 TR 2.5DIA W.FACE
12 74 449.5 1 TR 1.5D IA W.FAC E
11 69 448.8 6 TR 1.
0FT N.FACE
11 68 44 9.30 TR 1.0FT N.FACE
1 16 7 448 .45 TR L/O
11 66 44 8.83 TR 4.0FT O /S CL
1165 44 8.2 1 TR 1.0FT N.FACE
11 62 447 .2 8 L TPL
1144 4 49 .1 0 TR PINE 3.0D IA E .
FAC E
1 14 3 44 9.
55 TR PINE 3 .0 DIA S.FACE
11 41 4 48 .7 6 TR PINE 3.0D IA S.FA CE
1140 44 8.6 3 TR PINE 2 .0DIA S.FAC E
17 05 4 48 .8 6 WK 4.
50 1 670 44 9.
48 WK 4 .5
162 8 4 49 .85 WK L/O
1 627 4 49.88 WK 3.0 2 .0O /S
1 47 3 44 9.74 WK
14 25 45 0.6 9 WK TR ENC L
1424 45 0.61 WK TR E NCL
1 423 45 0.08 WK TR ENC L
142 1 4 50.80 WK TR EN CL
1 41 9 449 .51 WK TR ENCL
141 8 450 .12 WK TR E NCL
14 17 44 9.9 8 WK TR ENC L
1 416 44 9.41 WK TR ENCL
141 4 4 50 .42 WK TR EN CL
14 13 45 0.64 WK TR EN CL
1 411 45 0.16 WK TR ENC L
12 93 44 9.9 1 WK 5 .5
1 284 44 9.39 WK 6 .0
11 73 4 49 .5 0 WK 4.5 B EG FC WRO T I
R ON
117 2 4 49 .82 WK 4.5
1 15 0 448.13 WK 4.5 FT EC 11 49 4 48 .80 WK 4.5FTPO C
11 48 448.9 5 WK 4.5FT POC
1147 44 9.28 WK 4.5FT BC
1 146 4 49 .09 WK 4.5 FT
17 04 45 0.4 3 SV
1 703 45 0.22 SV
16 75 44 9.8 7 SV
1674 449.8 6 SV
119 1 4 46.95 SV AC
1 17 1 4 51 .35 SV
16 61 4 49 .70 O F CUVER ED PRK CO R NO EL EV
16 59 4 49 .3 8 O FC UVERE D PRK CO R NO ELEV
16 58 44 9.80 O F CUVER ED PRK CO R NO EL EV
1657 450.4 4 OF CUV ERED PR K COR N O EL EV
1 65 6 4 51.20 OF CUV ERED PR K COR N O ELEV
1 65 5 45 0.47 O FC UVERED PRK CO R NO E LEV
16 54 45 0.0 7 OF CU VERED PR K COR NO EL EV
165 3 45 0.
98 O F C UVER ED PRK CO R NO ELE V
1 65 2 450 .04 O F CUVER ED PRK C OR N O ELEV
16 51 4 49 .5 4 O FC UVERE D PRK CO R NO ELE V
1388 44 7.01 WTVA
13 87 44 6.8 9 WTVA 13 86 446 .8 8 WTVA 13 85 44 6.8 8 WTVA 11 36 44 7.5 7 WTVA
BM 2.5 " BRA SS DISC BM 3 200 3 TKC 4 47.26 112 5
116 4 447 .29 SD MH
1 27 6 44 8.24 IR VA
11 90 44 7.4 7 CL
117 7 448 .08 C L
116 1 4 48 .62 IRVA TO P VA
11 30 44 7.8 5 CL
1 129 44 7.67 CL
11 01 44 7.21 C L
11 00 44 7.7 2 CL
109 7 448 .34 C L
1 07 1 448.94 CL
10 70 44 9.6 3 CL
1 06 9 45 0.33 CL
10 68 45 0.9 0 CL
10 67 45 1.4 8 CL
1 06 6 452 .16 CL
10 65 452 .74 C L
1 064 4 52 .93 CL
106 3 453 .42 C L
1 277 4 48 .89 ECBX
1163 44 7.24 S NST
11 12 447.5 5 TVBX
1137 44 7.8 9 WTB O
11 38 4 48 .1 9 WTBO
1135 44 7.49 WTM T
104 4 48 .90 C P MAG NAIL
1344 44 9.6 7 SW @ BWCC
1343 449.6 4 SW @ BWCC
170 7 4 48 .90 C P
148 2 450 .38 CCS 148 1 4 50 .17 CCS
14 80 4 50 .2 1 CC S
14 83 45 0.42 C CS
7,854 sf 19,939 sf
RENOVATE "MAIN KITCHEN":
1,000 SF - WALK-IN COOLERS & FREEZERS
500 SF - DRY FOOD STORAGE
500 SF - DRY STORAGE (PAPER GOODS, ETC.)
2,000 SF - COOK LINES/HOT PRODUCTION
750 SF - PLATING
400 SF - POT WASHING
1,200 SF - DISH WASHING
600 SF - COMMON CHINA, FLATWARE, GLASS
STORAGE
250 SF - SMALLWARES STORAGE
200 SF - TRASH/RECYCLING/COMPOST
200 SF - CHEF, KITCHEN & STEWARDING OFFICES
250 SF - KITCHEN REST ROOMS & BREAK
7,850 SF - TOTAL
800 SF RETHERM PANTRY FOR UP TO 500
PLATED MEAL EVENTS. SPACE ALLOCATION
ASSUMES SOILED DISHES GO BACK TO MAIN
KITCHEN.
3 BEVERAGE/BUSSING
STATIONS ALONG BOH
CORRIDOR
2 BEVERAGE/BUSSING
STATIONS ALONG BOH
CORRIDOR
BANQUET BEVERAGE
PANTRY
MAIN
KITCHEN 301 sf 200 sf
RETHERM
PANTRY "A"
Expansion RETHERM
PANTRY "C"
102 sf 102 sf 102 sf
1,501 sf
EXISTING BALLROOM FOR
UP TO 1,000 SEAT PLATED MEAL
BANQUET BEVERAGE
PANTRY AND MAIN
BEVERAGE STORES
7,850 SF = $3,435,000
FOODSERVICE EQUIPMENT ONLY
1,500 SF = $750,000
FOODSERVICE EQUIPMENT ONLY
1,000 SF = $250,000
FOODSERVICE EQUIPMENT ONLY
300 SF = $93,750
FOODSERVICE EQUIPMENT ONLY
200 SF = $50,000
FOODSERVICE EQUIPMENT ONLY
801 sf
800 SF = $350,000
FOODSERVICE EQUIPMENT ONLY
300 SF = $75,000
FOODSERVICE EQUIPMENT ONLY
PHASE 1 - $870,000
FOODSERVICE EQUIPMENT ONLY
PHASE 2 - $3,430,000
FOODSERVICE EQUIPMENT ONLY
FOODSERVICE KITCHEN STRATEGY
- One Main Kitchen that supports three Retherm Pantries. - Retherm Pantries are added at high volume service areas. when those areas come on line. This allows for phased approach. - Retherm Pantries are relatively small. They are for "finishing" only.
Sizing is based on high volume banquet cooking technology -- blast chilling/retherm system.
- All food "production" occurs in the Main Kitchen. Most all food is "served" from the Retherm Pantries. Exceptions are slow season and small meetings and events -- boxed lunches and buffets. - For large banquet events, food cooked in Main Kitchen is blast chilled, then transported "cold" to a Retherm Pantry. Transportation can occur a day or two in advance. At time of service, food is rethermed. Some finishing also occurs, such as frying. Fried foods are best fried immediately before service.
- Cold transportation allows for advanced distribution and staging labor for food production. Food safety is enhanced. It also allows for a variety of transportation modes -- carts, tugs, with trained carts, and road vehicles.
- The Blast Chill/Retherm System is used in large convention centers and large casinos. It ensures high quality food, high speed service, and reduces labor cost.
1500 SF RETHERM
PANTRY FOR UP TO
1000 PLATED MEAL
EVENTS
1,010 sf
FOODSERVICE PHASING STRATEGY
PHASE 1:
- Build new Retherm Pantry "A" adjacent to Main Ballroom. - Retherm Pantry "A" is slightly over-sized because it will function as the only kitchen during Phase 2 when the Main Kitchen will be renovated. The Beverage Storage area will function as kitchen storage until the Main Kitchen is renovated.
- Build new Central Beverage Storage. After Phase 2, this space will also function as the Beverage Service Pantry for functions in the Main Ballroom.
PHASE 2:
- Full renovation of the Main Kitchen. Much of the kitchen has reached the end of it's useful life. Plus piping has collapsed under the kitchen.
But while a full renovation is likely required, any spaces or equipment that can be maintained will be saved for cost reduction. - At completion of the Main Kitchen renovation, move some production equipment from Retherm Pantry "A" to the Main Kitchen.
- At completion of Main Kitchen renovation, re-purpose the storage area at Retherm "A" from kitchen storage to it's ultimate intended use as beverage storage.
EXPANSION PHASES:
- Add Retherm Pantry "C", and associated beverage pantries and service stations, for the east expansion areas PALM SPRINGS CONVENTION CENTER FOODSERICE KEY PLAN - CONCEPT PHASE 1/32" = 1'-0" 4/29/26 Provide an allowance
for renovating
existing loading dock
area
renovate existing 900 sf room to
become the Pantry "C"
These spaces would be
incorporated into the
expansion areas
Kitchen Renovation and Related Food Service Improvements Base Scope - 4/30/2026 OPTION 1 - Renovation Existing Kitchen + Retherm pantries
O – Page 735 of 1296
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Wall
Stor
Elec
Gen
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Wall
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Womens
Mens
10 Wall
Stor
Production
Control
5,331
Dry
Stor
1,017
Reg. Stor
Info/
Concierge
Dress
Wall
Stor Stor
BOH Circ
9 8 7 6 5 4 3 2
(TC)
Trans
former
Elec
Elec
Elec
Of
Meeting
Room
Meeting
Room
Meeting
Room
Meeting
Room
Palm
Room A
Palm
Room B
Palm
Room C
Palm
Room D
Mesquite
Room A
Mesquite
Room B
Mesquite
Room C
Pre-Function
BOH Circ
BOH Circ
Elec
Womens
Pantry Beer Elec
Mens
tel
Liquor
Womens
Mens
Pre-Function
1 Existing
Exhibit Hall
Proposed
Exhibit Hall
Registration
Admin
Table
Storage
Maintenance
Shop
Flex Space
Dish
Pot
Wash
Receiv
Lock
er Of
Cold
Stor
Cold Refrig
Prep
Elec
Stor
Elec
Mesquite
Room D
Terrace
Ante
Room
Board
Room
Stor
MLockLockW
Tel TV
Maintenance
Elec
Central
Plant
Catering
Office
Wall
Stor
Kitchen
Palm
Room E
Green
Sec
Rm
Dress
Womens
Mens
Mech
Room
Smoke
Tree
Spring
Meeting
Rooms
3A3B
4 1
2 PERSON
STANDING
CATV
WBM
M
WV
IR
D
IR
E
WV WV
WV
WV
449.41TC
448.95FL
449.89
450.34TC
449.84FL
451.32TC
450.82FL
452.20TC
451.70FL
452.21
453.01TC
452.51FL
453.71TC
453.20FL
453.80TC
453.28FL
453.45
453.46TC
TC
454.12TC
453.63FL
454.00TC
453.50FL
16. 354
453.86
54 . 4 52
453.71FS
453.69FS
453.74FS
453.75FS
454.29TC
453.77FL
454.55TC
454.05FL
454.48454.72
454.70TC
454.20FL
4 45
54.88 4.79TC
454.29FL
450.49
RIM
RIM
B/W
W/ B
W/ B
B/WB/W
B/W
IRR UTIL
IRR
IRR
WV
WV WV WV WV WV
WV
WV
WV
WV
WM
WM
WM
CATV
CATV
S
S
S
447.18TC
446.50FL
447.34TC
446.57FL
448.63TC
449.02TC
449.21TC
449.35TC
448.93FL
447.21TC
446.56FL
4 4
4 47.29TC
6.74FL
447.23TC
446.69FL
OUTLET
446.75FL
447.34TC
446.81FL
447.57TC
447.07FL
447.74TC
447.22FL
455.10EG
455.01FS
EXISTING WALK
EXISTING BUILDING
EXISTING WALK
EXISTING WALK
TEL UTIL BOX
451.47EG
4.85FS
451.63FS
5FS
450.82EG
450.00EG
451.03EG
450.71TC
450.30FS
450.13TC
449.63FS
450.70TC
450.66TC
450.60TC
450.56TC
450.51TC
449.99FS
450.45TC
450.36TC
450.01TC
449.84TC
449.58TC
450.11TC
449.74EG
449.09EG
448.84BW
449.19BW
449.33BW
449.52BW
453.24BW
452.32BW
451.50BW
450.55BW
447.87BW
449.48EG
447.74BW
448.86EG
449.35EG
449.50EG
449.82EG
449.27TC
448.78FS
448.87TC
448.41FL
448.61TC
449.54TC
449.07FL
448.50FS
448.88TC
448.52FS
448 6. 3FS
448.59FL
448.43TC
447.96FL
449.25TC
448.78FL
448.58TC
448.12FL
449.80TC
449.33FL
449.90TC
449.40FL
449.60FL
449.88FL
451.04TC
450.57FL
450.71TC
448.73FS
ALVARADO ROAD
43.35' N 0°14'17" E
164.66' N 48°03'09" E
N 41°56'51" W
N 48°03'09" E
97.32' N 41°56'51" W
24.00'
N 48°03'09" E
172.00' N 41°56'51" W
72.25' N 48°03'09" E
10.07'
N 89°55'50" E
684.90' N 0°04'10" W BASIS OF BEARINGS 93+15.10 94+00 95+00 96+00 97+00 98+00 99+00
EAST ANDREAS
1 035 0 451 .4 7 UTIL ITY BO X TEL
10 34 8 45 4.66 BL D. COR
1 0346 45 1.7 7 1 2" D ECIDUO US
1 034 5 4 51.8 8 12 " D ECIDUO US
1034 2 4 52.05 10" DE CIDUO US
103 41 453.01 1 0" DEC I
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10 34 0 453.96 NG G RASS
10 339 4 54 .4 8 10 " D ECIDU OUS
103 37 45 5.11 1 0" DEC ID UOU S
1 03 36 45 5.0 1 N G GR ASS
10 33 5 454.67 1 2" DECID UOU S
1 03 34 454.7 7 NG G RASS
1033 3 4 54.74 NG GRASS
1 0332 45 4.5 9 NG GRA SS
1 03 28 455C.O23NC.
1032 7 45 5.1 2 C ONC .
10 321 45 3. CO21NC.
103 20 451.8 8 CO NC.
103 19 4 51.88 CON C.
1 03 13 451 .67 C ONC .
1 03 12 451 .6 3 CON C.
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10 308 45 5.00 C ONC .
10 30 7 45 5.04 B LD .C OR
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1 0304 4 55C.O01N C.
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1 03 02 4 54 .59 BLD. CO R
10 30 0 449 .47 C ONC .
10 299 4 50 .20 TC
10 296 45 0.36 TC
10 294 4 50 .45 TC
1029 2 4 50 .56 TC
10 291 4 50 .60 TC
10 28 8 450.66 TC
1028 7 4 50 .7 0 TC
10284 450.71 TC
1028 2 4 50 .02 CO NC.
1 0281 45 0.0 3 CO NC.
102 74 45 0.6 9 TC
10 27 3 4 50.83 NG
1 02 72 450.7 2 NG
1 02 71 45 1.03 N G
1 02 70 451.0 0 NG
10 26 9 450 .82 NG
1 0265 45 4.0 9 NG
1 02 63 45 4.2 9 N G
10 26 0 453 .32 NG
10 259 4 53 .80 N G
1 02 56 452 .7 8 NG
10 25 4 4 52.89 NG
1 02 53 45 2.31 N G
102 51 45 2.2 7 NG
1 02 48 45 2.3 0 NG
1 02 47 45 2.33 N G
1 02 46 452.2 1 NG
1024 4 452 .2 7 NG
102 43 45 2.15 NG
1 02 42 451.71 NG
10239 451.54 NG
1 0237 45 1.7 5 NG
10 23 5 4 51 .22 NG
10 233 45 0.11 NG
1023 0 4 50 .89 NG
10 22 9 4 50.59
600 ..C L 8'
10 228 44 9.68 BUS HES CL 8 '
1 02 27 452.1 3 BUSH ES CL 8'
1022 6 4 52 .32 BUSH ES CL 8'
10 224 4 54 .24 BU SHES CL 8'
10 22 3 4 54.59 BU SHES CL 8'
1021 9 4 54 .74 GAS LINE 2"
1021 8 453.99 GAS LINE 2"
102 09 452 .0 3 NG
1020 8 4 51 .86 NG
1 0205 45 2.6 8 NG
1 02 04 452.4 0 NG
1 020 1 4 53 .0 9 NG
10 199 45 3.94 N G
101 97 454 .70 NG
1 0196 454.5 1 NG
1 01 94 45 4.06 N G
1 01 93 45 2.7 4 N G
1 01 91 45 3.35 N G
10 189 4 53.95 N G
1018 8 4 54 .33 NG
1 01 86 451 .8 1 NG
101 84 45 2.22 NG
101 82 452.62 NG
101 80 45 3.1 6 NG
10 178 45 3.52 N G
10 17 7 4 54.2 1 NG
101 76 454.52 NG
10 17 5 4 53.72 STONE 4 BO UL DERS
10 17 4 45 4.31 STONE
1 01 73 45 4.2 7 STO NE 1 0172 4 54.59 STON E
1 01 69 453.6 0 NG
101 67 45 3.01 NG
101 65 45 2.41 NG
1 01 63 451.9 0 NG
10 16 1 451 .72 NG
1 01 59 45 1.2 2 N G
10 15 8 4 50 .87 NG
101 56 44 9.60 NG
1 015 4 4 49.5 2 NG
101 53 44 9.65 NG
10 152 4 50.98 N G
10 15 1 45 0.59 NG
1014 4 4 49. C 65 O NC
1012 8 450.5 G 5 AS LINE
10 11 1 451 .5 G 0 AS LIN E
1 00 96 4 52.
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10 074 45 3.2 G 4 AS LINE
1 00 24 4 55.10 M ASO NARY
1 00 22 455 .27 MASO NARY
1 00 21 4 55
M.28 ASO NARY 0 .4
10 013 45 4.95 18 " DECIDU OUS
453.97
TC TOP W HC RAMP
16 87 4 48 .6 1 TC
16 86 448.8 7 TC EC
1685 4 48 .8 7 TC MO C
1 680 448.88 TC BC
16 79 448 .78 A C FS 1 677 4 49 .27 TC
1 67 3 4 48.85 AC FS
1 66 8 4 49.07 AC FS 1 66 7 4 49 .54 TC
1630 44 9.36 A C FS 16 29 44 9.7 8 TC
1594 449.9 2 AC FS
1 591 45 1.
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1590 4 50.64 AC HP
1 589 4 50.80 AC HP
15 88 450.3 8 TC EC
15 87 45 0.2 6 TC M OC
1586 44 9.
85 AC FS
1 58 5 4 50 .26 TC BC
15 82 450.4 7 TC
1581 450.0 3 AC FS
1 580 44 9.92 AC FS
1579 450.3 6 TC
15 78 45 1.1 4 TC
157 7 4 50 .65 AC FS
1 559 45 0.30 AC FS
1558 45 0.75 TC
1 55 2 45 0.
61 1
TC BC
55 1 4 50 .60 TC EC
155 0 4 50 .71 TC
15 48 45 1.03 TC BC
154 7 4 50 .99 TC M OC
15 46 45 1.0 1 TC EC
1 54 3 4 51 .20 TC
1514 45 1.1 7 TC EC
15 13 45 0.79 TC BC
1 51 2 4 50.56 TC/FL
1 51 1 4 50.14 TC EC 1510 45 0.19 TC BC
1503 450 .59 TC
1 50 2 45 0.51 TC 150 1 44 9.99 AC FS
1489 449.9 0 TC MO C
1 48 6 449 .63 ACFS1 484 4 50.13 TC
14 78 450 .0 1 TC @ G ATE
14 77 44 9.8 7 TC M OC
14 76 4 49.8 4 TC @ GA TE
1 47 5 4 49.84 TC @ G ATE
14 74 4 49 .5 8 TC @ GATE
146 9 4 49 .62 TC E C
14 68 44 9.8 4 TC M OC
146 7 449 .77 TC B C
1 46 6 4 49.53 ACFS
1 46 5 4 50 .03 TC
14 53 45 0.1 1 TC
1 45 2 4 49.81 TC EC
1 44 8 449 .80 TC MO C
1 44 5 4 49.75 TC BC1 44 0 44 9.59 AC FS
1439 450 .0 6 TC
14 38 45 0.24 TC
143 7 449 .77 A C FS
143 6 4 50 .05 AC FS 143 5 4 50 .50 TC
14 32 4 49 .7 9 TC
14 31 44 9.3 2 AC FS
1430 450.2 7 AC FS 1 42 9 45 0.
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1428 449 .9 5 TC 1 42 7 449 .46 AC FS
1 426 4 49.68 AC FS
1 42 2 4 50 .96 TC
14 20 450.1 2 TC WK TR ENC L
1 41 5 45 0.
11 TC
14 12 45 0.9 3 TC WK TR EN CL
139 1 4 50 .25 TC R OTATE
13 90 44 9.5 1 TC RO TATE
13 89 4 48.4 4 TC
137 6 4 49 .12 AC FS 137 5 449 .58 TC
1 37 1 4 48 .87 TC EC
1 37 0 448.86 13 69 TC MO C 4 48 .8 6 TC BC
13 46 44 9.26 AC FS 1 34 5 4 49.66 TC
1 338 448.79 TC BTM X H C RAMP BC BC
133 7 4 48 .81 TC BTM X HC RA MP BC BC
133 6 4 49 .26 TC TO P X HC RAM P BC
1 335 4 49 .30 TC TOP X HC RAMP
13 34 4 49 .38 TC MOC 1 33 3 4 49 .39 TC BC
1 30 2 4 49 .33 AC FS
1 301 4 49 .78 TC
12 98 45 0.2 5 TC BC 12 97 44 9.72 AC FS 12 96 4 50 .1 3 TC MOC 12 95 449.5 8 AC FS 129 4 450 .04 TC E C
12 91 4 49.8 1 TC BC 12 90 44 9.2 8 AC FS
12 89 4 49 .1 1 AC FS
128 8 4 49 .50 TC EC
1283 44 9.6 0 TC BC
128 2 4 49 .58 TC M OC
12 81 4 49 .5 2 TC EC
1 28 0 44 9.
18 AC FS
127 9 449 .13 AC FS
12 78 44 8.44 TC
1 257 44 8.17 TC 12 56 4 48 .2 0 TC
1254 44 9.06 TC
1 253 4 48.60 AC FS
12 52 44 8.39 AC FS 12 51 44 8.7 5 TC EC 1 248 4 48 .58 TC BC 124 3 448 .43 TC
12 34 4 49 .2 6 TC BC
1 23 2 449.25 TC MO C
1 23 1 4 49 .29 TC EC1 229 44 9.07 AC FS 12 28 44 9.56 TC 12 22 4 48 .9 9 AC FS122 1 4 49.46 TC M OC TC
1218 4 46 .8 3 TC BTM X HC RAM P
1 217 4 47 .27 TC TOP X H C RAMP
1 207 4 46 .63 TC 0 " CF
12 06 44 6.8 2 TC PRC
120 5 446 .76 TC @ CB
1 20 4 4 46.78 TC @ CB
120 3 4 46 .75 TC @ C B
11 93 44 6.9 0 TC BC
11 87 44 7.0 3 TC
1 18 6 4 47.30 TC
118 3 44 7.58 TC
1180 447 .8 1 TC
1 175 4 47.74 TC
11 58 44 7.60 TC 1 15 6 4 47 .64 TC
1152 4 48 .1 8 TC
1 15 1 4 48.14 TC 11 33 44 7.5 7 TC
112 6 4 47.34 TC
11 22 44 7.2 3 TC ECR
11 17 446 .71 TC BTM X HC R AMP
111 6 4 46 .79 TC BTM X HC RAM P
11 15 447.2 9 TC TOP X HC RAM P
1 114 4 47.21 TC TOP X HC RAMP
11 09 447 .18 TC @ B CR CB
11 08 44 7.3 4 TC @ C B
1 096 45 0.28 TC PRC
10 95 45 0.22 TC
10 94 45 0.0 0 TC
1 09 3 4 49.59 AC FS
10 92 4 49.4 4 AC FS
1 09 1 44 9.81 TC
1 090 44 9.82 TC
1 08 9 44 9.72 TC
10 83 448 .63 TC TO P X
10 82 4 48.2 2 TC BTM X
1079 44 8.58 TC B TM X
1 078 449.02 TC TOP X
10 77 44 9.2 1 TC TOP X
10 76 448.8 2 TC BTM X
10 75 4 48 .9 6 TC BTM X
1 074 4 49 .35 TC TOP X
1062 45 3.
69 TC EC R
1 056 4 53.13 TC EC
10 51 45 3.1 9 TC BC
1 050 4 53 .28 TC EC
104 5 453 .58 TC BCR
1042 45 3.97 TC TO P W HC RAMP
104 0 4 52.
69 TC
10 39 452 .1 2 TC
10 33 45 2.01 TC
10 30 4 51 .3 9 TC
1 02 7 4 50.34 TC BTM X HC RAM P
10 26 45 0.4 4 TC BTM X HC RAM P
1 02 5 450 .89 TC TOP X HC R AMP
102 4 4 50 .74 TC TO P X HC RAMP
1 021 4 50 .26 TC
101 8 4 49 .65 TC
10 17 4 49 .4 1 TC
1 014 4 48.97 TC
101 3 4 48 .40 TC
10 08 44 7.84 TC BC
1 007 4 47.64 TC EC
1001 44 7.3 1 TC
1 00 0 452.93 TC
453.58
LG453.49
FL
16 88 44 8.2 0 LG
1 684 448.50 LG
1683 448.5 0 LG
168 2 448 .43 FL
1 68 1 448 .52 LG
1 67 8 449 .24 BW
167 6 4 49 .35 BWC C
16 66 44 9.5 6 BW
16 32 44 9.1 3 LG 16 31 4 49 .0 9 FL
15 93 450.6 4 LG
159 2 450 .57 FL
15 84 450 .34 BW @ B OC
15 83 4 50.5 7 BW CC
156 6 449 .88 FL
15 57 450.7 4 BW CC
1556 4 50 .0 3 LG
1 555 45 0.07 LG 1 554 450.17 LG
1 55 3 4 50 .15 LG
15 49 45 0.2 6 LG
1 54 5 45 1.
08 BW @ BO C
1 544 4 51.22 BW CC
1509 4 50 .40 BW EC
1 508 45 0.36 BW B C
1 50 7 4 50.27 BW EC 150 6 4 50 .35 BW BC
1 505 4 50 .68 BW CC
150 4 450 .64 BW C C
15 00 44 9.6 0 FL 1 499 449.68 LG
1 498 449.72 LG
14 93 44 9.40 FL
1492 4 49 .4 5 LG
14 91 4 49 .4 6 L G
149 0 4 49 .46 L G
1 48 8 44 9.93 B W @ B OC
1487 4 50 .17 BWCC
1 464 44 9.
32 FL
14 63 44 9.3 5 FL 1 46 2 4 49 .42 LG
1 46 1 44 9.34 LG
146 0 44 9.35 LG 1 459 4 49 .39 LG
1 45 4 45 0.16 BW CC
14 51 44 9.46 1450 LG 449.4 2 LG 14 49 449.3 9 L G
14 47 44 9.3 3 FL
1 44 6 449 .30 LG
144 4 449 .88 B WEC 1443 449.8 6 BW MO C
1442 44 9.8 2 BW BC
1441 450 .0 9 BW C C
1434 45 0.51 BW C C
14 33 44 9.8 8 BW CC 137 9 449 .88 BW C HECK
13 74 4 48.6 2 L G 1 373 448.59 FL
137 2 448 .41 FL
136 8 4 48.49 L G
1 367 4 48.48 LG
1 36 6 4 48 .50 L G
1342 44 9.4 6 BW EC
13 41 44 9.3 3 BW BC
13 40 449.3 6 BW EC
13 39 449.6 0 BW BC
13 32 4 48.8 4 FL
133 1 4 48 .80 FL
1 330 4 48 .79 FL
132 9 4 48 .73 FL
1 32 8 4 48.78 LG 1 327 44 8.80 LG
1 32 6 4 48.
83 LG
13 25 44 8.83 L G
132 4 4 48 .89 LG
13 23 44 8.9 0 LG
13 22 4 48.9 1 L G
1321 448.8 7 LG
1 300 44 9.
88 BW @ CC
1 299 450.14 BW @ BOC
1 25 9 44 7.73 FL
1 25 8 44 7.73 FL
1 25 5 44 9.24 BW CC
12 50 4 48.2 6 FL
1249 448 .1 2 FL 1 247 448.76 BW EC
1 24 6 44 8.
66 BW M OC 12 45 44 8.63 BW BC
12 44 4 48 .5 7 BW CC12 42 447.9 6 FL
1 241 448.09 LG
1 24 0 4 48.29 LG
12 39 448.3 2 FL
123 8 448 .38 L G
1237 44 8.37 L G
1 236 44 8.87 LG
1 235 4 48.83 L G
12 33 44 8.7 8 FL
12 30 448.8 7 LG
122 7 449 .64 B WC C
122 6 44 9.33 BW CC EC 1 225 4 49.29 BW CC M OC 12 24 449 .3 1 BW CC BC 1 223 4 49.52 BW CC
12 20 44 6.5 9 L G
1 216 4 46.71 FL12 15 44 6.66 L G 1214 4 46 .87 L G
12 13 44 6.84 L G
12 12 44 6.6 4 FL
121 1 446 .73 LG
1210 44 6.
64 LG 12 09 446 .48 FL 12 08 44 6.88 L G
12 02 445 .98 FL @ CB
12 01 4 46 .07 FL @ CB
12 00 44 6.29 FL
11 99 446 .5 0 L G 1 19 8 446.58 LG
1 197 446.53 LG
1196 44 6.4 8 LG
1 195 4 46 .51 LG
1 194 4 46.44 FL
1 18 9 4 46 .69 LG
11 88 446 .5 6 FL
11 85 44 6.82 FL
118 4 44 6.99 LG
1182 447.0 8 FL
11 81 447 .28 L G
1179 4 47 .3 1 FL
1 17 8 4 47.53 LG
1176 44 7.2 2 FL
11 74 447 .87 BW
11 60 44 6.75 FL @ OU TLET1 159 446.76 FL @ O UTLET
11 57 4 47 .0 5 FL 11 55 447.0 4 FL
1 15 4 4 47.70 FL 1 15 3 4 47 .71 FL
11 34 4 47.7 4 BW
1132 4 47 .0 7 FL
113 1 4 47.21 LG
1 12 8 4 46 .95 LG
1 127 4 46 .81 FL
1 12 4 44 6.82 LG
1 123 4 46 .69 FL
1121 446 .7 4 FL
1120 446 .9 4 LG
1 11 9 44 6.
83 LG
11 18 446.5 6 FL
111 3 4 47 .42 BW EC
11 11 447.4 3 BW MO C
111 0 4 47 .42 BW BC
11 07 44 6.5 7 FL @ CB
11 06 446 .50 FL @ CB
1 10 5 4 46 .83 LG
1104 446.9 5 LG
1 10 3 44 7.
13 LG
110 2 4 47 .20 L G
1099 4 47 .90 FL 109 8 4 48.08 LG
10 88 44 8.8 4 BW 0 " CF
10 87 44 9.1 9 BW 0" CF
108 6 4 49.33 BW 0 " CF
1 08 5 44 9.52 B W 0 " CF
1084 448.8 5 BW
1081 44 8.29 FL 1080 4 48.44 L G
1 07 3 448 .93 FL 1 07 2 44 9.05 LG
1 06 1 453.20 FL 10 60 4 53 .2 9 LG
105 9 4 52 .32 LG
1058 452 .5 6 LG 105 7 4 52 .42 FL
10 55 452.6 6 FL 1 05 4 4 52 .73 L G
10 53 452 .82 L G
1 052 4 52.72 FL
1 04 9 4 52 .76 FL10 48 4 52 .9 0 L G
1 04 7 4 53.
20 LG 104 6 45 3.06 FL
1 04 4 4 53.58 LG
1 043 45 3.49 FL
104 1 4 52 .69 FL
10 38 45 1.6 4 FL10 37 45 1.7 3 L G1036 451.7 7 LG
10 35 45 1.6 4 LG 10 34 45 1.57 FL
10 32 451.0 3 LG 1031 45 0.93 FL
1 029 4 50.34 FL
1 028 450.39 LG
102 3 4 49 .88 L G 1 02 2 4 49 .79 FL
1020 4 49.23 L G 101 9 44 9.19 FL
1 01 6 448.60 LG 10 15 44 8.5 2 FL
10 12 44 7.9 3 FL10 11 4 48 .04 L G
1 010 447.46 LG 10 09 4 47 .3 8 FL
1 006 4 47.16 FL
10 05 44 7.29 LG
10 04 44 7.2 0 LG
1 003 44 7.00 LG 100 2 446 .84 FL
16 97 44 8.4 0 ST PR K 16 96 44 8.39 ST PR K 169 5 4 48 .43 ST PR K 1 69 4 4 48.44 ST PRK 16 72 44 8.49 ST PR K LG
1 671 4 48 .50 ST PRK L G
16 50 44 9.6 3 ST PRK
1 649 4 49.65 ST PRK
16 48 44 9.64 ST PR K
1 64 7 449.63 ST PRK
16 46 4 49 .65 ST PR K
1645 449 .6 2 STP RK
1 644 44 9.71 ST PRK
16 43 449.7 2 ST PRK
1 642 4 49.82 ST PRK 164 1 449.75 ST PR K
164 0 449 .80 ST PR K
1 63 9 449.79 ST P RK
16 38 44 9.82 ST PR K
16 37 44 9.82 ST PR K
1 63 6 4 49 .86 ST PRK
16 35 44 9.8 4 ST PRK
1 634 4 49 .84 ST PRK
16 33 44 9.84 S TPR K
16 26 44 8.9 2 ST PRK LG
1 62 5 44 8.94 ST P RK L G
16 24 44 8.9 2 ST PRK LG
162 3 4 48 .95 ST PR K LG
16 22 44 9.00 ST PR K LG
1 62 1 44 9.03 ST PRK L G
1 620 4 49 .06 ST PRK L G
161 9 4 49 .07 ST PR K LG
1618 449.0 7 ST PRK LG
1617 4 49 .0 8 ST PRK LG
1 61 6 4 49.11 ST PRK L G
1615 44 9.12 S TPR K LG
1 614 449.14 ST PRK LG
1 61 3 449.17 ST P RK L G
1 612 4 49.18 ST PRK L G
161 1 44 9.19 ST PR K LG
161 0 449 .20 ST P RK L G
1 609 44 9.21 ST PRK LG
1 608 44 9.25 ST PRK L G
16 07 44 9.25 ST PR K LG
1 60 6 44 9.35 ST PRK L G
16 05 44 9.3 3 ST PRK LG
1 60 4 44 9.41 ST PRK L G
2 RK L G
15 76 44 9.79 ST PR K LG
15 75 44 9.7 9 ST PRK LG
1574 449 .8 5 ST PRK LG
15 73 449 .83 ST PR K LG
15 72 44 9.8 6 ST PRK LG
1 571 44 9.86 ST PRK L G
15 70 4 49 .8 5 ST PRK LG
156 9 449 .88 S TPR K LG
1 56 8 449 .96 ST P RK L G
1 567 44 9.98 ST PRK LG
15 65 449.9 9 ST PRK LG
15 64 45 0.01 ST PR K LG
15 63 450 .02 S TPR K LG
156 2 450 .03 STP RK L G
15 61 4 50 .06 ST PR K LG
156 0 450 .07 ST P RK
15 42 4 50 .4 8 ST PRK
1 541 4 50.48 ST PRK
15 40 45 0.42 ST PR K
15 39 4 50.4 2 ST PRK
1 53 8 4 50.41 ST PRK
153 7 4 50.
40 ST PRK
15 36 45 0.3 5 ST PRK
1535 45 0.3 3 S T PR K
1534 4 50 .30 ST PRK
15 33 45 0.29 S TPR K
15 32 4 50.2 6 ST PRK
153 1 4 50 .24 ST PR K
1 53 0 4 50.19 ST PRK
15 29 45 0.1 8 ST PRK
152 8 4 50 .17 ST PRK
1 52 7 45 0.11 S TPR K
152 6 45 0.13 ST PR K
15 25 45 0.1 5 ST PRK
152 4 449 .52 ST P RK L G
1 523 44 9.53 ST PRK L G
15 22 449 .5 5 ST PRK LG
152 1 4 49 .55 ST PR K L G
1 52 0 4 49 .57 ST PRK L G
151 9 4 49 .56 ST PR K LG
151 8 4 49 .59 ST PRK L G
1 517 4 49.61 ST PRK L G
1 51 6 449 .65 S TPR K LG
15 15 4 49 .67 ST PR K LG
1 49 7 449 .68 ST P RK
14 96 44 9.68 ST PR K
149 5 449 .52 ST PR K
1 49 4 449 .50 S TPR K
1458 4 49 .3 6 ST PRK
1457 449.3 9 ST PRK
145 6 4 49 .40 ST PR K
1 455 4 49 .42 ST PRK
14 10 44 9.9 3 ST PRK
14 09 449 .92 ST PR K
1 40 8 4 49.86 ST PRK 1 407 44 9.86 ST PRK
14 06 449.8 3 ST PRK
1 405 449.83 ST PRK
1 40 4 449.81 ST PRK
1 40 3 44 9.
79 ST PRK
1 40 2 4 49 .77 ST PRK
1 40 1 4 49 .77 ST PRK 14 00 449.7 8 ST PRK
13 99 449.7 9 ST PRK
1398 449.7 7 ST PRK
13 97 449.6 9 ST PRK
13 96 44 9.6 6 ST PRK
13 95 44 9.63 ST PR K
1394 44 9.6 3 ST P RK
1 39 3 449 .64 ST P RK
1 392 4 49.64 ST PRK
1 36 5 4 48 .49 ST PRK L G
1 36 4 448.49 ST P RK L G
1363 44 8.4 9 ST P RK LG
13 62 44 8.5 1 ST PRK LG
13 61 44 8.5 0 ST PR K LG
13 60 448.60 ST PRK LG
1 35 9 4 48 .60 ST PRK L G
13 58 44 8.63 ST PR K LG
13 57 4 48 .6 3 ST PRK LG
1 35 6 448 .65 S T PR K LG
13 55 44 8.6 5 ST PRK LG
1 35 4 4 48.67 ST PRK L G
135 3 4 48.70 ST PRK LG
1 35 2 448.70 ST P RK L G
13 51 44 8.7 0 ST PRK LG
1 35 0 4 48.74 ST PRK L G
1349 44 8.74 S TPR K LG
1 348 44 8.79 ST P RK LG
1 34 7 4 48 .78 ST PRK L G
13 20 4 49.2 7 ST PRK
1 31 9 4 49.
26 ST PRK
1 31 8 449.25 ST PRK
13 17 44 9.2 5 ST PRK
13 16 4 49.2 6 ST PRK
13 15 44 9.2 6 ST PRK
1314 4 49.25 ST PRK
13 13 44 9.1 9 ST PRK
13 12 449 .26 ST PR K
1 31 1 449.24 ST PRK
131 0 4 49 .25 ST PR K
1 30 9 44 9.25 ST PRK
1 308 4 49.22 ST PRK
130 7 449 .20 S TPR K
1 30 6 4 49 .17 ST PRK
1305 4 49.16 ST PRK
130 4 4 49 .13 ST PR K
13 03 449 .1 3 ST PRK
1 273 44 8.66 ST PRK 12 72 44 8.6 5 ST PRK
1 271 4 48 .50 ST PRK 1 27 0 4 48 .47 ST PRK
1269 4 48 .40 ST PRK 126 8 4 48 .39 ST PR K
1 267 44 8.42 ST PRK 1 26 6 4 48.44 ST PRK 1265 448.4 7 ST PRK 1 264 44 8.45 ST PRK 1263 448 .44 S TPR K 1 262 448.42 ST PRK 12 61 44 8.40 S TPR K 1260 448 .3 9 STP RK 169 3 44 8.47 LSLT
1669 4 49 .51 L SLT
166 2 4 49 .83 LSLT
129 2 4 50 .15 LSLT
117 0 448 .47 LSLT
114 5 4 48 .32 L SL T
1 14 2 4 48 .66 L SL T
1 13 9 4 47.70 L SL T
1 702 4 50.76 TR 1 .0D I2
17 01 450.1 6 TR 1.0D IA
170 0 45 0.
21 TR 2 .0DIA
1699 449.9 4 TR 2.0DIA
16 98 44 9.8 9 TR 2.0D IA
1 69 2 4 48 .44 TR 1 .0 DIA
16 91 448.4 7 TR 1.0D IA
1 690 44 8.
76 TR 1 .0DIA
1 68 9 4 49 .01 TR 1.0 DIA
16 65 449 .8 4 TR .60 DIA
16 64 449.8 0 TR .60 DIA
137 7 4 48 .94 TR EUC 1.0 D IA E.FACE
1287 45 0.4 3 TR PINE 3 .0D IA W.FAC E
128 6 450 .35 TR P IN E 2.0 DIA W.FACE
128 5 4 50.24 TR PIN E 2.0 DIA W.FACE
1 27 5 449.71 TR 2.5DIA W.FACE
12 74 449.5 1 TR 1.5D IA W.FAC E
11 69 448.8 6 TR 1.
0FT N.FACE
11 68 44 9.30 TR 1.0FT N.FACE
1 16 7 448 .45 TR L/O
11 66 44 8.83 TR 4.0FT O /S CL
1165 44 8.2 1 TR 1.0FT N.FACE
11 62 447 .2 8 L TPL
1144 4 49 .1 0 TR PINE 3.0D IA E .
FAC E
1 14 3 44 9.
55 TR PINE 3 .0 DIA S.FACE
11 41 4 48 .7 6 TR PINE 3.0D IA S.FA CE
1140 44 8.6 3 TR PINE 2 .0DIA S.FAC E
17 05 4 48 .8 6 WK 4.
50 1 670 44 9.
48 WK 4 .5
162 8 4 49 .85 WK L/O
1 627 4 49.88 WK 3.0 2 .0O /S
1 47 3 44 9.74 WK
14 25 45 0.6 9 WK TR ENC L
1424 45 0.61 WK TR E NCL
1 423 45 0.08 WK TR ENC L
142 1 4 50.80 WK TR EN CL
1 41 9 449 .51 WK TR ENCL
141 8 450 .12 WK TR E NCL
14 17 44 9.9 8 WK TR ENC L
1 416 44 9.41 WK TR ENCL
141 4 4 50 .42 WK TR EN CL
14 13 45 0.64 WK TR EN CL
1 411 45 0.16 WK TR ENC L
12 93 44 9.9 1 WK 5 .5
1 284 44 9.39 WK 6 .0
11 73 4 49 .5 0 WK 4.5 B EG FC WRO T I
R ON
117 2 4 49 .82 WK 4.5
1 15 0 448.13 WK 4.5 FT EC 11 49 4 48 .80 WK 4.5FTPO C
11 48 448.9 5 WK 4.5FT POC
1147 44 9.28 WK 4.5FT BC
1 146 4 49 .09 WK 4.5 FT
17 04 45 0.4 3 SV
1 703 45 0.22 SV
16 75 44 9.8 7 SV
1674 449.8 6 SV
119 1 4 46.95 SV AC
1 17 1 4 51 .35 SV
16 61 4 49 .70 O F CUVER ED PRK CO R NO EL EV
16 59 4 49 .3 8 O FC UVERE D PRK CO R NO ELEV
16 58 44 9.80 O F CUVER ED PRK CO R NO EL EV
1657 450.4 4 OF CUV ERED PR K COR N O EL EV
1 65 6 4 51.20 OF CUV ERED PR K COR N O ELEV
1 65 5 45 0.47 O FC UVERED PRK CO R NO E LEV
16 54 45 0.0 7 OF CU VERED PR K COR NO EL EV
165 3 45 0.
98 O F C UVER ED PRK CO R NO ELE V
1 65 2 450 .04 O F CUVER ED PRK C OR N O ELEV
16 51 4 49 .5 4 O FC UVERE D PRK CO R NO ELE V
1388 44 7.01 WTVA
13 87 44 6.8 9 WTVA 13 86 446 .8 8 WTVA 13 85 44 6.8 8 WTVA 11 36 44 7.5 7 WTVA
BM 2.5 " BRA SS DISC BM 3 200 3 TKC 4 47.26 112 5
116 4 447 .29 SD MH
1 27 6 44 8.24 IR VA
11 90 44 7.4 7 CL
117 7 448 .08 C L
116 1 4 48 .62 IRVA TO P VA
11 30 44 7.8 5 CL
1 129 44 7.67 CL
11 01 44 7.21 C L
11 00 44 7.7 2 CL
109 7 448 .34 C L
1 07 1 448.94 CL
10 70 44 9.6 3 CL
1 06 9 45 0.33 CL
10 68 45 0.9 0 CL
10 67 45 1.4 8 CL
1 06 6 452 .16 CL
10 65 452 .74 C L
1 064 4 52 .93 CL
106 3 453 .42 C L
1 277 4 48 .89 ECBX
1163 44 7.24 S NST
11 12 447.5 5 TVBX
1137 44 7.8 9 WTB O
11 38 4 48 .1 9 WTBO
1135 44 7.49 WTM T
104 4 48 .90 C P MAG NAIL
1344 44 9.6 7 SW @ BWCC
1343 449.6 4 SW @ BWCC
170 7 4 48 .90 C P
148 2 450 .38 CCS 148 1 4 50 .17 CCS
14 80 4 50 .2 1 CC S
14 83 45 0.42 C CS
1,501 sf
29,049 sf
1500 SF RETHERM
PANTRY FOR UP TO 1500
PLATED MEAL EVENTS
3 BEVERAGE/BUSSING
STATIONS ALONG BOH
CORRIDOR
400 SF BANQUET
BEVERAGE PANTRY
102 sf 102 sf 102 sf
403 sf
ADD ALTERNATE FUTURE RETHERM
PANTRY "B" FUTURE EVENT SPACE UP
TO 1,500 SEAT PLATED MEAL
New exterior enclosure BOH
service corridor. include new
exit doors 1,500 SF = $656,000
FOODSERVICE EQUIPMENT ONLY
400 SF = $100,000
FOODSERVICE EQUIPMENT ONLY
300 SF = $93,750
FOODSERVICE EQUIPMENT ONLY
PANTRY "B":
- See scope to the right. Portion of table
storage room renovated to be a retherm
pantry/
PALM SPRINGS CONVENTION CENTER
FOODSERICE KEY PLAN - CONCEPT PHASE 1/32" = 1'-0" 4/29/26 1,472 sf
Remove all existing
decommissioned central
plant equipment. Add an
allowance for a table and
chair vertical racking
system
pantry can't block the
truck entry into
OASIS Kitchen Renovation and Related Food Service Improvements Base Scope - 4/30/2026 OPTION 1 - Renovation Existing Kitchen + ADD ALT Retherm pantry
O – Page 736 of 1296
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W14x14 5
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W T7 1x 82 5.
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WT 7x128 .5
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W12x35 W12x35
W12x35 W12x35
W12x35
W16 x 4 0 W18x 50
W1 6x4 0 W16 x 40 W16 x 40 W16x 40 W18x50 W18x 50
W1 6x40
W 16x4 0
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W1 6x40
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W18 x 50
W16x 4 0 W1 6x40 W18 x5 0
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Wall
Stor
Elec
Gen
W
Wall
Stor
Womens
Mens
10 Wall
Stor
Production
Control
5,331
Dry
Stor
1,017
Reg. Stor
Info/
Concierge
Dress
Wall
Stor Stor
BOH Circ
9 8 7 6 5 4 3 2
(TC)
Trans
former
Elec
Elec
Elec
Of
Meeting
Room
Meeting
Room
Meeting
Room
Meeting
Room
Palm
Room A
Palm
Room B
Palm
Room C
Palm
Room D
Mesquite
Room A
Mesquite
Room B
Mesquite
Room C
Pre-Function
BOH Circ
BOH Circ
Elec
Womens
Pantry Beer Elec
Mens
tel
Liquor
Womens
Mens
Pre-Function
1 Existing
Exhibit Hall
Proposed
Exhibit Hall
Registration
Admin
Table
Storage
Maintenance
Shop
Flex Space
Dish
Pot
Wash
Receiv
Lock
er Of
Cold
Stor
Cold Refrig
Prep
Elec
Stor
Elec
Mesquite
Room D
Terrace
Ante
Room
Board
Room
Stor
MLockLockW
Tel TV
Maintenance
Elec
Central
Plant
Catering
Office
Wall
Stor
Kitchen
Palm
Room E
Green
Sec
Rm
Dress
Womens
Mens
Mech
Room
Smoke
Tree
Spring
Meeting
Rooms
3A3B
4 1
2 PERSON
STANDING
CATV
WBM
M
WV
IR
D
IR
E
WV WV
WV
WV
449.41TC
448.95FL
449.89
450.34TC
449.84FL
451.32TC
450.82FL
452.20TC
451.70FL
452.21
453.01TC
452.51FL
453.71TC
453.20FL
453.80TC
453.28FL
453.45
453.46TC
TC
454.12TC
453.63FL
454.00TC
453.50FL
16. 354
453.86
54 . 4 52
453.71FS
453.69FS
453.74FS
453.75FS
454.29TC
453.77FL
454.55TC
454.05FL
454.48454.72
454.70TC
454.20FL
4 45
54.88 4.79TC
454.29FL
450.49
RIM
RIM
B/W
W/ B
W/ B
B/WB/W
B/W
IRR UTIL
IRR
IRR
WV
WV WV WV WV WV
WV
WV
WV
WV
WM
WM
WM
CATV
CATV
S
S
S
447.18TC
446.50FL
447.34TC
446.57FL
448.63TC
449.02TC
449.21TC
449.35TC
448.93FL
447.21TC
446.56FL
4 4
4 47.29TC
6.74FL
447.23TC
446.69FL
OUTLET
446.75FL
447.34TC
446.81FL
447.57TC
447.07FL
447.74TC
447.22FL
455.10EG
455.01FS
EXISTING WALK
EXISTING BUILDING
EXISTING WALK
EXISTING WALK
TEL UTIL BOX
451.47EG
4.85FS
451.63FS
5FS
450.82EG
450.00EG
451.03EG
450.71TC
450.30FS
450.13TC
449.63FS
450.70TC
450.66TC
450.60TC
450.56TC
450.51TC
449.99FS
450.45TC
450.36TC
450.01TC
449.84TC
449.58TC
450.11TC
449.74EG
449.09EG
448.84BW
449.19BW
449.33BW
449.52BW
453.24BW
452.32BW
451.50BW
450.55BW
447.87BW
449.48EG
447.74BW
448.86EG
449.35EG
449.50EG
449.82EG
449.27TC
448.78FS
448.87TC
448.41FL
448.61TC
449.54TC
449.07FL
448.50FS
448.88TC
448.52FS
448 6. 3FS
448.59FL
448.43TC
447.96FL
449.25TC
448.78FL
448.58TC
448.12FL
449.80TC
449.33FL
449.90TC
449.40FL
449.60FL
449.88FL
451.04TC
450.57FL
450.71TC
448.73FS
ALVARADO ROAD
43.35' N 0°14'17" E
164.66' N 48°03'09" E
N 41°56'51" W
N 48°03'09" E
97.32' N 41°56'51" W
24.00'
N 48°03'09" E
172.00' N 41°56'51" W
72.25' N 48°03'09" E
10.07'
N 89°55'50" E
684.90' N 0°04'10" W BASIS OF BEARINGS 93+15.10 94+00 95+00 96+00 97+00 98+00 99+00
EAST ANDREAS
1 035 0 451 .4 7 UTIL ITY BO X TEL
10 34 8 45 4.66 BL D. COR
1 0346 45 1.7 7 1 2" D ECIDUO US
1 034 5 4 51.8 8 12 " D ECIDUO US
1034 2 4 52.05 10" DE CIDUO US
103 41 453.01 1 0" DEC I
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10 34 0 453.96 NG G RASS
10 339 4 54 .4 8 10 " D ECIDU OUS
103 37 45 5.11 1 0" DEC ID UOU S
1 03 36 45 5.0 1 N G GR ASS
10 33 5 454.67 1 2" DECID UOU S
1 03 34 454.7 7 NG G RASS
1033 3 4 54.74 NG GRASS
1 0332 45 4.5 9 NG GRA SS
1 03 28 455C.O23NC.
1032 7 45 5.1 2 C ONC .
10 321 45 3. CO21NC.
103 20 451.8 8 CO NC.
103 19 4 51.88 CON C.
1 03 13 451 .67 C ONC .
1 03 12 451 .6 3 CON C.
103 11 4 52C.O89NC.
10 308 45 5.00 C ONC .
10 30 7 45 5.04 B LD .C OR
10 306 45 5.
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1 0304 4 55C.O01N C.
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1 03 02 4 54 .59 BLD. CO R
10 30 0 449 .47 C ONC .
10 299 4 50 .20 TC
10 296 45 0.36 TC
10 294 4 50 .45 TC
1029 2 4 50 .56 TC
10 291 4 50 .60 TC
10 28 8 450.66 TC
1028 7 4 50 .7 0 TC
10284 450.71 TC
1028 2 4 50 .02 CO NC.
1 0281 45 0.0 3 CO NC.
102 74 45 0.6 9 TC
10 27 3 4 50.83 NG
1 02 72 450.7 2 NG
1 02 71 45 1.03 N G
1 02 70 451.0 0 NG
10 26 9 450 .82 NG
1 0265 45 4.0 9 NG
1 02 63 45 4.2 9 N G
10 26 0 453 .32 NG
10 259 4 53 .80 N G
1 02 56 452 .7 8 NG
10 25 4 4 52.89 NG
1 02 53 45 2.31 N G
102 51 45 2.2 7 NG
1 02 48 45 2.3 0 NG
1 02 47 45 2.33 N G
1 02 46 452.2 1 NG
1024 4 452 .2 7 NG
102 43 45 2.15 NG
1 02 42 451.71 NG
10239 451.54 NG
1 0237 45 1.7 5 NG
10 23 5 4 51 .22 NG
10 233 45 0.11 NG
1023 0 4 50 .89 NG
10 22 9 4 50.59
600 ..C L 8'
10 228 44 9.68 BUS HES CL 8 '
1 02 27 452.1 3 BUSH ES CL 8'
1022 6 4 52 .32 BUSH ES CL 8'
10 224 4 54 .24 BU SHES CL 8'
10 22 3 4 54.59 BU SHES CL 8'
1021 9 4 54 .74 GAS LINE 2"
1021 8 453.99 GAS LINE 2"
102 09 452 .0 3 NG
1020 8 4 51 .86 NG
1 0205 45 2.6 8 NG
1 02 04 452.4 0 NG
1 020 1 4 53 .0 9 NG
10 199 45 3.94 N G
101 97 454 .70 NG
1 0196 454.5 1 NG
1 01 94 45 4.06 N G
1 01 93 45 2.7 4 N G
1 01 91 45 3.35 N G
10 189 4 53.95 N G
1018 8 4 54 .33 NG
1 01 86 451 .8 1 NG
101 84 45 2.22 NG
101 82 452.62 NG
101 80 45 3.1 6 NG
10 178 45 3.52 N G
10 17 7 4 54.2 1 NG
101 76 454.52 NG
10 17 5 4 53.72 STONE 4 BO UL DERS
10 17 4 45 4.31 STONE
1 01 73 45 4.2 7 STO NE 1 0172 4 54.59 STON E
1 01 69 453.6 0 NG
101 67 45 3.01 NG
101 65 45 2.41 NG
1 01 63 451.9 0 NG
10 16 1 451 .72 NG
1 01 59 45 1.2 2 N G
10 15 8 4 50 .87 NG
101 56 44 9.60 NG
1 015 4 4 49.5 2 NG
101 53 44 9.65 NG
10 152 4 50.98 N G
10 15 1 45 0.59 NG
1014 4 4 49. C 65 O NC
1012 8 450.5 G 5 AS LINE
10 11 1 451 .5 G 0 AS LIN E
1 00 96 4 52.
G 32 AS LINE
10 074 45 3.2 G 4 AS LINE
1 00 24 4 55.10 M ASO NARY
1 00 22 455 .27 MASO NARY
1 00 21 4 55
M.28 ASO NARY 0 .4
10 013 45 4.95 18 " DECIDU OUS
453.97
TC TOP W HC RAMP
16 87 4 48 .6 1 TC
16 86 448.8 7 TC EC
1685 4 48 .8 7 TC MO C
1 680 448.88 TC BC
16 79 448 .78 A C FS 1 677 4 49 .27 TC
1 67 3 4 48.85 AC FS
1 66 8 4 49.07 AC FS 1 66 7 4 49 .54 TC
1630 44 9.36 A C FS 16 29 44 9.7 8 TC
1594 449.9 2 AC FS
1 591 45 1.
04 TC HP
1590 4 50.64 AC HP
1 589 4 50.80 AC HP
15 88 450.3 8 TC EC
15 87 45 0.2 6 TC M OC
1586 44 9.
85 AC FS
1 58 5 4 50 .26 TC BC
15 82 450.4 7 TC
1581 450.0 3 AC FS
1 580 44 9.92 AC FS
1579 450.3 6 TC
15 78 45 1.1 4 TC
157 7 4 50 .65 AC FS
1 559 45 0.30 AC FS
1558 45 0.75 TC
1 55 2 45 0.
61 1
TC BC
55 1 4 50 .60 TC EC
155 0 4 50 .71 TC
15 48 45 1.03 TC BC
154 7 4 50 .99 TC M OC
15 46 45 1.0 1 TC EC
1 54 3 4 51 .20 TC
1514 45 1.1 7 TC EC
15 13 45 0.79 TC BC
1 51 2 4 50.56 TC/FL
1 51 1 4 50.14 TC EC 1510 45 0.19 TC BC
1503 450 .59 TC
1 50 2 45 0.51 TC 150 1 44 9.99 AC FS
1489 449.9 0 TC MO C
1 48 6 449 .63 ACFS1 484 4 50.13 TC
14 78 450 .0 1 TC @ G ATE
14 77 44 9.8 7 TC M OC
14 76 4 49.8 4 TC @ GA TE
1 47 5 4 49.84 TC @ G ATE
14 74 4 49 .5 8 TC @ GATE
146 9 4 49 .62 TC E C
14 68 44 9.8 4 TC M OC
146 7 449 .77 TC B C
1 46 6 4 49.53 ACFS
1 46 5 4 50 .03 TC
14 53 45 0.1 1 TC
1 45 2 4 49.81 TC EC
1 44 8 449 .80 TC MO C
1 44 5 4 49.75 TC BC1 44 0 44 9.59 AC FS
1439 450 .0 6 TC
14 38 45 0.24 TC
143 7 449 .77 A C FS
143 6 4 50 .05 AC FS 143 5 4 50 .50 TC
14 32 4 49 .7 9 TC
14 31 44 9.3 2 AC FS
1430 450.2 7 AC FS 1 42 9 45 0.
78 TC
1428 449 .9 5 TC 1 42 7 449 .46 AC FS
1 426 4 49.68 AC FS
1 42 2 4 50 .96 TC
14 20 450.1 2 TC WK TR ENC L
1 41 5 45 0.
11 TC
14 12 45 0.9 3 TC WK TR EN CL
139 1 4 50 .25 TC R OTATE
13 90 44 9.5 1 TC RO TATE
13 89 4 48.4 4 TC
137 6 4 49 .12 AC FS 137 5 449 .58 TC
1 37 1 4 48 .87 TC EC
1 37 0 448.86 13 69 TC MO C 4 48 .8 6 TC BC
13 46 44 9.26 AC FS 1 34 5 4 49.66 TC
1 338 448.79 TC BTM X H C RAMP BC BC
133 7 4 48 .81 TC BTM X HC RA MP BC BC
133 6 4 49 .26 TC TO P X HC RAM P BC
1 335 4 49 .30 TC TOP X HC RAMP
13 34 4 49 .38 TC MOC 1 33 3 4 49 .39 TC BC
1 30 2 4 49 .33 AC FS
1 301 4 49 .78 TC
12 98 45 0.2 5 TC BC 12 97 44 9.72 AC FS 12 96 4 50 .1 3 TC MOC 12 95 449.5 8 AC FS 129 4 450 .04 TC E C
12 91 4 49.8 1 TC BC 12 90 44 9.2 8 AC FS
12 89 4 49 .1 1 AC FS
128 8 4 49 .50 TC EC
1283 44 9.6 0 TC BC
128 2 4 49 .58 TC M OC
12 81 4 49 .5 2 TC EC
1 28 0 44 9.
18 AC FS
127 9 449 .13 AC FS
12 78 44 8.44 TC
1 257 44 8.17 TC 12 56 4 48 .2 0 TC
1254 44 9.06 TC
1 253 4 48.60 AC FS
12 52 44 8.39 AC FS 12 51 44 8.7 5 TC EC 1 248 4 48 .58 TC BC 124 3 448 .43 TC
12 34 4 49 .2 6 TC BC
1 23 2 449.25 TC MO C
1 23 1 4 49 .29 TC EC1 229 44 9.07 AC FS 12 28 44 9.56 TC 12 22 4 48 .9 9 AC FS122 1 4 49.46 TC M OC TC
1218 4 46 .8 3 TC BTM X HC RAM P
1 217 4 47 .27 TC TOP X H C RAMP
1 207 4 46 .63 TC 0 " CF
12 06 44 6.8 2 TC PRC
120 5 446 .76 TC @ CB
1 20 4 4 46.78 TC @ CB
120 3 4 46 .75 TC @ C B
11 93 44 6.9 0 TC BC
11 87 44 7.0 3 TC
1 18 6 4 47.30 TC
118 3 44 7.58 TC
1180 447 .8 1 TC
1 175 4 47.74 TC
11 58 44 7.60 TC 1 15 6 4 47 .64 TC
1152 4 48 .1 8 TC
1 15 1 4 48.14 TC 11 33 44 7.5 7 TC
112 6 4 47.34 TC
11 22 44 7.2 3 TC ECR
11 17 446 .71 TC BTM X HC R AMP
111 6 4 46 .79 TC BTM X HC RAM P
11 15 447.2 9 TC TOP X HC RAM P
1 114 4 47.21 TC TOP X HC RAMP
11 09 447 .18 TC @ B CR CB
11 08 44 7.3 4 TC @ C B
1 096 45 0.28 TC PRC
10 95 45 0.22 TC
10 94 45 0.0 0 TC
1 09 3 4 49.59 AC FS
10 92 4 49.4 4 AC FS
1 09 1 44 9.81 TC
1 090 44 9.82 TC
1 08 9 44 9.72 TC
10 83 448 .63 TC TO P X
10 82 4 48.2 2 TC BTM X
1079 44 8.58 TC B TM X
1 078 449.02 TC TOP X
10 77 44 9.2 1 TC TOP X
10 76 448.8 2 TC BTM X
10 75 4 48 .9 6 TC BTM X
1 074 4 49 .35 TC TOP X
1062 45 3.
69 TC EC R
1 056 4 53.13 TC EC
10 51 45 3.1 9 TC BC
1 050 4 53 .28 TC EC
104 5 453 .58 TC BCR
1042 45 3.97 TC TO P W HC RAMP
104 0 4 52.
69 TC
10 39 452 .1 2 TC
10 33 45 2.01 TC
10 30 4 51 .3 9 TC
1 02 7 4 50.34 TC BTM X HC RAM P
10 26 45 0.4 4 TC BTM X HC RAM P
1 02 5 450 .89 TC TOP X HC R AMP
102 4 4 50 .74 TC TO P X HC RAMP
1 021 4 50 .26 TC
101 8 4 49 .65 TC
10 17 4 49 .4 1 TC
1 014 4 48.97 TC
101 3 4 48 .40 TC
10 08 44 7.84 TC BC
1 007 4 47.64 TC EC
1001 44 7.3 1 TC
1 00 0 452.93 TC
453.58
LG453.49
FL
16 88 44 8.2 0 LG
1 684 448.50 LG
1683 448.5 0 LG
168 2 448 .43 FL
1 68 1 448 .52 LG
1 67 8 449 .24 BW
167 6 4 49 .35 BWC C
16 66 44 9.5 6 BW
16 32 44 9.1 3 LG 16 31 4 49 .0 9 FL
15 93 450.6 4 LG
159 2 450 .57 FL
15 84 450 .34 BW @ B OC
15 83 4 50.5 7 BW CC
156 6 449 .88 FL
15 57 450.7 4 BW CC
1556 4 50 .0 3 LG
1 555 45 0.07 LG 1 554 450.17 LG
1 55 3 4 50 .15 LG
15 49 45 0.2 6 LG
1 54 5 45 1.
08 BW @ BO C
1 544 4 51.22 BW CC
1509 4 50 .40 BW EC
1 508 45 0.36 BW B C
1 50 7 4 50.27 BW EC 150 6 4 50 .35 BW BC
1 505 4 50 .68 BW CC
150 4 450 .64 BW C C
15 00 44 9.6 0 FL 1 499 449.68 LG
1 498 449.72 LG
14 93 44 9.40 FL
1492 4 49 .4 5 LG
14 91 4 49 .4 6 L G
149 0 4 49 .46 L G
1 48 8 44 9.93 B W @ B OC
1487 4 50 .17 BWCC
1 464 44 9.
32 FL
14 63 44 9.3 5 FL 1 46 2 4 49 .42 LG
1 46 1 44 9.34 LG
146 0 44 9.35 LG 1 459 4 49 .39 LG
1 45 4 45 0.16 BW CC
14 51 44 9.46 1450 LG 449.4 2 LG 14 49 449.3 9 L G
14 47 44 9.3 3 FL
1 44 6 449 .30 LG
144 4 449 .88 B WEC 1443 449.8 6 BW MO C
1442 44 9.8 2 BW BC
1441 450 .0 9 BW C C
1434 45 0.51 BW C C
14 33 44 9.8 8 BW CC 137 9 449 .88 BW C HECK
13 74 4 48.6 2 L G 1 373 448.59 FL
137 2 448 .41 FL
136 8 4 48.49 L G
1 367 4 48.48 LG
1 36 6 4 48 .50 L G
1342 44 9.4 6 BW EC
13 41 44 9.3 3 BW BC
13 40 449.3 6 BW EC
13 39 449.6 0 BW BC
13 32 4 48.8 4 FL
133 1 4 48 .80 FL
1 330 4 48 .79 FL
132 9 4 48 .73 FL
1 32 8 4 48.78 LG 1 327 44 8.80 LG
1 32 6 4 48.
83 LG
13 25 44 8.83 L G
132 4 4 48 .89 LG
13 23 44 8.9 0 LG
13 22 4 48.9 1 L G
1321 448.8 7 LG
1 300 44 9.
88 BW @ CC
1 299 450.14 BW @ BOC
1 25 9 44 7.73 FL
1 25 8 44 7.73 FL
1 25 5 44 9.24 BW CC
12 50 4 48.2 6 FL
1249 448 .1 2 FL 1 247 448.76 BW EC
1 24 6 44 8.
66 BW M OC 12 45 44 8.63 BW BC
12 44 4 48 .5 7 BW CC12 42 447.9 6 FL
1 241 448.09 LG
1 24 0 4 48.29 LG
12 39 448.3 2 FL
123 8 448 .38 L G
1237 44 8.37 L G
1 236 44 8.87 LG
1 235 4 48.83 L G
12 33 44 8.7 8 FL
12 30 448.8 7 LG
122 7 449 .64 B WC C
122 6 44 9.33 BW CC EC 1 225 4 49.29 BW CC M OC 12 24 449 .3 1 BW CC BC 1 223 4 49.52 BW CC
12 20 44 6.5 9 L G
1 216 4 46.71 FL12 15 44 6.66 L G 1214 4 46 .87 L G
12 13 44 6.84 L G
12 12 44 6.6 4 FL
121 1 446 .73 LG
1210 44 6.
64 LG 12 09 446 .48 FL 12 08 44 6.88 L G
12 02 445 .98 FL @ CB
12 01 4 46 .07 FL @ CB
12 00 44 6.29 FL
11 99 446 .5 0 L G 1 19 8 446.58 LG
1 197 446.53 LG
1196 44 6.4 8 LG
1 195 4 46 .51 LG
1 194 4 46.44 FL
1 18 9 4 46 .69 LG
11 88 446 .5 6 FL
11 85 44 6.82 FL
118 4 44 6.99 LG
1182 447.0 8 FL
11 81 447 .28 L G
1179 4 47 .3 1 FL
1 17 8 4 47.53 LG
1176 44 7.2 2 FL
11 74 447 .87 BW
11 60 44 6.75 FL @ OU TLET1 159 446.76 FL @ O UTLET
11 57 4 47 .0 5 FL 11 55 447.0 4 FL
1 15 4 4 47.70 FL 1 15 3 4 47 .71 FL
11 34 4 47.7 4 BW
1132 4 47 .0 7 FL
113 1 4 47.21 LG
1 12 8 4 46 .95 LG
1 127 4 46 .81 FL
1 12 4 44 6.82 LG
1 123 4 46 .69 FL
1121 446 .7 4 FL
1120 446 .9 4 LG
1 11 9 44 6.
83 LG
11 18 446.5 6 FL
111 3 4 47 .42 BW EC
11 11 447.4 3 BW MO C
111 0 4 47 .42 BW BC
11 07 44 6.5 7 FL @ CB
11 06 446 .50 FL @ CB
1 10 5 4 46 .83 LG
1104 446.9 5 LG
1 10 3 44 7.
13 LG
110 2 4 47 .20 L G
1099 4 47 .90 FL 109 8 4 48.08 LG
10 88 44 8.8 4 BW 0 " CF
10 87 44 9.1 9 BW 0" CF
108 6 4 49.33 BW 0 " CF
1 08 5 44 9.52 B W 0 " CF
1084 448.8 5 BW
1081 44 8.29 FL 1080 4 48.44 L G
1 07 3 448 .93 FL 1 07 2 44 9.05 LG
1 06 1 453.20 FL 10 60 4 53 .2 9 LG
105 9 4 52 .32 LG
1058 452 .5 6 LG 105 7 4 52 .42 FL
10 55 452.6 6 FL 1 05 4 4 52 .73 L G
10 53 452 .82 L G
1 052 4 52.72 FL
1 04 9 4 52 .76 FL10 48 4 52 .9 0 L G
1 04 7 4 53.
20 LG 104 6 45 3.06 FL
1 04 4 4 53.58 LG
1 043 45 3.49 FL
104 1 4 52 .69 FL
10 38 45 1.6 4 FL10 37 45 1.7 3 L G1036 451.7 7 LG
10 35 45 1.6 4 LG 10 34 45 1.57 FL
10 32 451.0 3 LG 1031 45 0.93 FL
1 029 4 50.34 FL
1 028 450.39 LG
102 3 4 49 .88 L G 1 02 2 4 49 .79 FL
1020 4 49.23 L G 101 9 44 9.19 FL
1 01 6 448.60 LG 10 15 44 8.5 2 FL
10 12 44 7.9 3 FL10 11 4 48 .04 L G
1 010 447.46 LG 10 09 4 47 .3 8 FL
1 006 4 47.16 FL
10 05 44 7.29 LG
10 04 44 7.2 0 LG
1 003 44 7.00 LG 100 2 446 .84 FL
16 97 44 8.4 0 ST PR K 16 96 44 8.39 ST PR K 169 5 4 48 .43 ST PR K 1 69 4 4 48.44 ST PRK 16 72 44 8.49 ST PR K LG
1 671 4 48 .50 ST PRK L G
16 50 44 9.6 3 ST PRK
1 649 4 49.65 ST PRK
16 48 44 9.64 ST PR K
1 64 7 449.63 ST PRK
16 46 4 49 .65 ST PR K
1645 449 .6 2 STP RK
1 644 44 9.71 ST PRK
16 43 449.7 2 ST PRK
1 642 4 49.82 ST PRK 164 1 449.75 ST PR K
164 0 449 .80 ST PR K
1 63 9 449.79 ST P RK
16 38 44 9.82 ST PR K
16 37 44 9.82 ST PR K
1 63 6 4 49 .86 ST PRK
16 35 44 9.8 4 ST PRK
1 634 4 49 .84 ST PRK
16 33 44 9.84 S TPR K
16 26 44 8.9 2 ST PRK LG
1 62 5 44 8.94 ST P RK L G
16 24 44 8.9 2 ST PRK LG
162 3 4 48 .95 ST PR K LG
16 22 44 9.00 ST PR K LG
1 62 1 44 9.03 ST PRK L G
1 620 4 49 .06 ST PRK L G
161 9 4 49 .07 ST PR K LG
1618 449.0 7 ST PRK LG
1617 4 49 .0 8 ST PRK LG
1 61 6 4 49.11 ST PRK L G
1615 44 9.12 S TPR K LG
1 614 449.14 ST PRK LG
1 61 3 449.17 ST P RK L G
1 612 4 49.18 ST PRK L G
161 1 44 9.19 ST PR K LG
161 0 449 .20 ST P RK L G
1 609 44 9.21 ST PRK LG
1 608 44 9.25 ST PRK L G
16 07 44 9.25 ST PR K LG
1 60 6 44 9.35 ST PRK L G
16 05 44 9.3 3 ST PRK LG
1 60 4 44 9.41 ST PRK L G
2 RK L G
15 76 44 9.79 ST PR K LG
15 75 44 9.7 9 ST PRK LG
1574 449 .8 5 ST PRK LG
15 73 449 .83 ST PR K LG
15 72 44 9.8 6 ST PRK LG
1 571 44 9.86 ST PRK L G
15 70 4 49 .8 5 ST PRK LG
156 9 449 .88 S TPR K LG
1 56 8 449 .96 ST P RK L G
1 567 44 9.98 ST PRK LG
15 65 449.9 9 ST PRK LG
15 64 45 0.01 ST PR K LG
15 63 450 .02 S TPR K LG
156 2 450 .03 STP RK L G
15 61 4 50 .06 ST PR K LG
156 0 450 .07 ST P RK
15 42 4 50 .4 8 ST PRK
1 541 4 50.48 ST PRK
15 40 45 0.42 ST PR K
15 39 4 50.4 2 ST PRK
1 53 8 4 50.41 ST PRK
153 7 4 50.
40 ST PRK
15 36 45 0.3 5 ST PRK
1535 45 0.3 3 S T PR K
1534 4 50 .30 ST PRK
15 33 45 0.29 S TPR K
15 32 4 50.2 6 ST PRK
153 1 4 50 .24 ST PR K
1 53 0 4 50.19 ST PRK
15 29 45 0.1 8 ST PRK
152 8 4 50 .17 ST PRK
1 52 7 45 0.11 S TPR K
152 6 45 0.13 ST PR K
15 25 45 0.1 5 ST PRK
152 4 449 .52 ST P RK L G
1 523 44 9.53 ST PRK L G
15 22 449 .5 5 ST PRK LG
152 1 4 49 .55 ST PR K L G
1 52 0 4 49 .57 ST PRK L G
151 9 4 49 .56 ST PR K LG
151 8 4 49 .59 ST PRK L G
1 517 4 49.61 ST PRK L G
1 51 6 449 .65 S TPR K LG
15 15 4 49 .67 ST PR K LG
1 49 7 449 .68 ST P RK
14 96 44 9.68 ST PR K
149 5 449 .52 ST PR K
1 49 4 449 .50 S TPR K
1458 4 49 .3 6 ST PRK
1457 449.3 9 ST PRK
145 6 4 49 .40 ST PR K
1 455 4 49 .42 ST PRK
14 10 44 9.9 3 ST PRK
14 09 449 .92 ST PR K
1 40 8 4 49.86 ST PRK 1 407 44 9.86 ST PRK
14 06 449.8 3 ST PRK
1 405 449.83 ST PRK
1 40 4 449.81 ST PRK
1 40 3 44 9.
79 ST PRK
1 40 2 4 49 .77 ST PRK
1 40 1 4 49 .77 ST PRK 14 00 449.7 8 ST PRK
13 99 449.7 9 ST PRK
1398 449.7 7 ST PRK
13 97 449.6 9 ST PRK
13 96 44 9.6 6 ST PRK
13 95 44 9.63 ST PR K
1394 44 9.6 3 ST P RK
1 39 3 449 .64 ST P RK
1 392 4 49.64 ST PRK
1 36 5 4 48 .49 ST PRK L G
1 36 4 448.49 ST P RK L G
1363 44 8.4 9 ST P RK LG
13 62 44 8.5 1 ST PRK LG
13 61 44 8.5 0 ST PR K LG
13 60 448.60 ST PRK LG
1 35 9 4 48 .60 ST PRK L G
13 58 44 8.63 ST PR K LG
13 57 4 48 .6 3 ST PRK LG
1 35 6 448 .65 S T PR K LG
13 55 44 8.6 5 ST PRK LG
1 35 4 4 48.67 ST PRK L G
135 3 4 48.70 ST PRK LG
1 35 2 448.70 ST P RK L G
13 51 44 8.7 0 ST PRK LG
1 35 0 4 48.74 ST PRK L G
1349 44 8.74 S TPR K LG
1 348 44 8.79 ST P RK LG
1 34 7 4 48 .78 ST PRK L G
13 20 4 49.2 7 ST PRK
1 31 9 4 49.
26 ST PRK
1 31 8 449.25 ST PRK
13 17 44 9.2 5 ST PRK
13 16 4 49.2 6 ST PRK
13 15 44 9.2 6 ST PRK
1314 4 49.25 ST PRK
13 13 44 9.1 9 ST PRK
13 12 449 .26 ST PR K
1 31 1 449.24 ST PRK
131 0 4 49 .25 ST PR K
1 30 9 44 9.25 ST PRK
1 308 4 49.22 ST PRK
130 7 449 .20 S TPR K
1 30 6 4 49 .17 ST PRK
1305 4 49.16 ST PRK
130 4 4 49 .13 ST PR K
13 03 449 .1 3 ST PRK
1 273 44 8.66 ST PRK 12 72 44 8.6 5 ST PRK
1 271 4 48 .50 ST PRK 1 27 0 4 48 .47 ST PRK
1269 4 48 .40 ST PRK 126 8 4 48 .39 ST PR K
1 267 44 8.42 ST PRK 1 26 6 4 48.44 ST PRK 1265 448.4 7 ST PRK 1 264 44 8.45 ST PRK 1263 448 .44 S TPR K 1 262 448.42 ST PRK 12 61 44 8.40 S TPR K 1260 448 .3 9 STP RK 169 3 44 8.47 LSLT
1669 4 49 .51 L SLT
166 2 4 49 .83 LSLT
129 2 4 50 .15 LSLT
117 0 448 .47 LSLT
114 5 4 48 .32 L SL T
1 14 2 4 48 .66 L SL T
1 13 9 4 47.70 L SL T
1 702 4 50.76 TR 1 .0D I2
17 01 450.1 6 TR 1.0D IA
170 0 45 0.
21 TR 2 .0DIA
1699 449.9 4 TR 2.0DIA
16 98 44 9.8 9 TR 2.0D IA
1 69 2 4 48 .44 TR 1 .0 DIA
16 91 448.4 7 TR 1.0D IA
1 690 44 8.
76 TR 1 .0DIA
1 68 9 4 49 .01 TR 1.0 DIA
16 65 449 .8 4 TR .60 DIA
16 64 449.8 0 TR .60 DIA
137 7 4 48 .94 TR EUC 1.0 D IA E.FACE
1287 45 0.4 3 TR PINE 3 .0D IA W.FAC E
128 6 450 .35 TR P IN E 2.0 DIA W.FACE
128 5 4 50.24 TR PIN E 2.0 DIA W.FACE
1 27 5 449.71 TR 2.5DIA W.FACE
12 74 449.5 1 TR 1.5D IA W.FAC E
11 69 448.8 6 TR 1.
0FT N.FACE
11 68 44 9.30 TR 1.0FT N.FACE
1 16 7 448 .45 TR L/O
11 66 44 8.83 TR 4.0FT O /S CL
1165 44 8.2 1 TR 1.0FT N.FACE
11 62 447 .2 8 L TPL
1144 4 49 .1 0 TR PINE 3.0D IA E .