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2025 RY+AO Design Services Maintenance & Ops. Yard Project 2018-05 - Amend 1MEMORANDUM DATE: January 29, 2025 TO: Jon McMillen, City Manager FROM: Carley Escarrega, Administrative Technician Cv 0"&a CALIFORNIA RE: RY+AO Amendment No. 1 - Phase 2 project no. 2018-05, M&O Yard Please list the Contracting Party / Vendor Name, any change orders or amendments, and the type of services to be provided. Make sure to list any related Project No. and Project Name. Authority to execute this agreement is based upon: ❑✓ Approved by City Council on January 21, 2025 - Business 1 ❑ City Manager's signing authority provided under the City's Purchasing & Contracting Policy [Resolution No. 2023-008] for budget expenditures of $50,000 or less. ❑ City Manager's signing authority provided under the City's Personnel Policy Section 3.2 for temporary employment positions. ❑ Department Director's or Manager's signing authority provided under the City's Purchasing Policy [Resolution No. 2023-008] for budget expenditures of $15,000 and $5,000, respectively, or less. Procurement Method (one must apply): ❑ Bid ❑✓ RFP ❑ RFQ ❑ 3 written informal bids .❑ Sole Source ❑ Select Source ❑ Cooperative Procurement Reauestina department shall check and attach the items below as appropriate: ❑✓ Agreement payment will be charged to Account No.: 401-0000-60185-201805-D ❑✓ Agreement term: Start Date January 23, 2025 End Date December 31, 2025 ❑✓ Amount of Agreement, Amendment, Change Order, etc.: $ 337,401 REMINDER: Signing authorities listed above are applicable on the apprepate Agreement amount, not individual Amendments or Change Orders! NOTE: Insurance certificates as required by the Agreement for Risk Manager approval Approved by: Oscar Mojica Date: 1 /30/2025 Bonds (originals) as required by the Agreement (Performance, Payment, etc.) Conflict of Interest Form 700 Statement of Economic Interests from Consultant(s) Review the "Form 700 Disclosure for Consultants" guidance to determine if a Form 700 is required pursuant FPPC regulation 18701(2) Business License No. 0772371-2024 Expires: 8/31 /2025 Requisition for a Purchase Order has been prepared (Agreements over $5,000) AMENDMENT NO.1 TO AGREEMENT FOR CONTRACT SERVICES WITH RY+AO (CONTRACTING PARTY) This Amendment No. 1 ("Amendment 1") to Agreement for Contract Services ("Agreement") is made and entered into as of the 22nd day of January 2025 ("Effective Date") by and in between the CITY OF LA QUINTA ("City"), a California municipal corporation, and JSL Architecture, Inc., a California Corporation, d/b/a RY+AO ("Contracting Party"). RECITALS WHEREAS, on or about August 12th, 2024, the City and Contracting Party entered into an Agreement to provide Professional Planning and Design Services for the City's Maintenance and Operations Yard, Project No. 2018-05, for a total not to exceed the amount of $222,806. The Term of the Agreement will expire on December 31, 2025 ("Initial Term"). WHEREAS, City and Contracting Party mutually agree to amend Section 1.1, Scope of Services, of the Agreement to include phase 2 services as identified in Exhibit A, included in this Amendment 1; and WHEREAS, The City and contracting Party mutually agree to amend Section 2.1 Contract Sum of the Agreement and increase the total compensation by an additional amount of $337,401 for the phase 2 services, included in this Amendment No. 1 as Exhibit B, for a grand total not to exceed amount of $560,207. NOW THEREFORE, in consideration of mutual covenants herein contained, the parties agree as follows: AMENDMENT In consideration of the foregoing Recitals and the covenants and promises hereinafter contained, and for good and valuable consideration, the sufficiency and receipt of which are hereby acknowledged, the parties hereto agree as follows: 1. Section 1.1 is amended to read as follows: Section 1.1 Scope of Services. In compliance with all terms and conditions of this Agreement, Contracting Party shall provide those services related to design and related professional services for the City' s Maintenance and Operations Yard, as specified in the Scope of Services" attached to the original agreement as "Exhibit A" as well as attached hereto as "Exhibit A" and incorporated herein by this reference (the "Services"). Contracting Party represents and warrants that Contracting Party is a provider of first-class work and/or services and Contracting Party is experienced in performing the Services contemplated herein and, in light of such status and experience, Contracting Party covenants that it shall follow industry standards in performing the Services required hereunder, and that all materials, if any, will be of good quality, fit for the purpose intended. For purposes of this Agreement, the phrase "industry standards" shall mean those standards of practice recognized by one or more first-class firms performing similar services under similar circumstances. 2. Section 2.1 is amended to read as follows: Section 2.1 Contract Sum. For the Services rendered pursuant to this Agreement, Contracting Party shall be compensated in accordance with "Exhibit B" (the "Schedule of Compensation") in a total amount not to exceed Five Hundred Sixty Thousand Two Hundred Seven Dollars ($560,207) (the "Contract Sum"), except as provided in Section 1.7. The method of Compensation set forth in the Schedule of Compensation may include a lump sum payment upon completion, payment in accordance with the percentage of completion of the Services, payment for time and materials based upon the Contracting Party's rate schedule, but not exceeding the Contract Sum, or such other reasonable methods as may be specified in the Schedule of Compensation. The Contract Sum shall include the attendance of Contracting Party at all project meetings reasonably deemed necessary by the City; Contracting Pary shall not be entitled to any additional compensation for attending said meetings. Compensation may include reimbursement for actual and necessary expenditures for reproduction costs, transportation expenses, telephone expenses, and similar costs and expenses when and if specified in the Schedule of Compensation. Regardless of the method of compensation set forth in the Schedule of Compensation, the Contracting Party's overall compensation shall not exceed the Contract Sum, except as provided in Section 1.7 of this Agreement. Where items are listed as Additional Scope of Work or Optional Tasks; they cannot be included or paid without prior written approval by the Contract Manager. In all other respects, the original Agreement shall remain in effect. IN WITNESS WHEREOF, the City and Contracting Party have executed Amendment No. 1 to the Agreement on the respective dates set forth below: CITY OF LA QUINTA a California Municipal Corporation SIGNED IN COUNTERPART JON McMILLEN, City Manager City of La Quinta, California Dated: ATTEST: SIGNED IN COUNTERPART MONIKA RADEVA, City Clerk City of La Quinta, California APPROVED AS TO FORM: SIGNED IN COUNTERPART WILLIAM H. IHRKE, City Attorney City of La Quinta, California RY+AO: Na . Jianshan Liarq Title: CEO Dated: 01 /23/2025 Name: Title: Date: IN WITNESS WHEREOF, the City and Contracting Party have executed Amendment No. 1 to the Agreement on the respective dates set forth below: CITY OF LA QUINTA a California Municipal Corporation JO cMILLEN, City Manager - sty of La Quinta, California Dated: ?.0. ATTEST: A& �*- MONIKA RADEV , City &erk City of La Quinta, California APPROVED AS TO FORM: WILLIAM H. IHRKE, City Attorney City of La Quinta, California RY+AO: SIGNED IN COUNTERPART Name: Title: Dated: Name: Title: Date: Scope of Services 1. Additional Services to be provided: This Amendment 1 is limited to the attached Scope of Work referenced as Phase 2. Exhibit A We propose to provide A&E services for the scope of services outlined in the Request for Proposals for City of La Quinta Professional Planning and Design Services - Maintenance and Operations Yard Project No. 2018-05. A detailed scope of work for Phase I I is provided below. 1]_LVSyll A. Schematic Design 1. Develop Schematic Studies: a. Admin. Bldg. b. Yard, Warehouse. c. Transportation (Vehicles -Visitor, FTE, Fleet, EV) d. Temporary Operational planning to maintain current City Operations during construction of new Admin. Bldg. and Yard Reorganization. 2. Develop Schematic Design: Translate Program to Space Plans. Develop Schematic Shell/ Core and Preliminary Space Plans. Collaborate with A&E Team to assess consultant finding. Review findings with City Program Mgr. and ea. City Dept. head. 3. Develop building Structural alternatives. Collaborate with Cost Estimator to identify current unit pricing and cost differentials and constructability times between systems. 4. Develop MEP systems alternatives: Provide narrative describing systems advantages, cost effectiveness, life cycle analysis, etc. POC's, power requirements, Admin. Bldg. EV & Site Elec. & Lighting concepts 5. Finalize conceptual planting and hardscape locations, recommended fencing, walls, etc. 6. Once Geotechnical report is issued, develop conceptual BMP, SWPP site water retention strategies. 7. Develop a Facilities comparison between 2020/2024 & future space and Bldg. Equipment projections. B. Analyze Programmatic Data / Convert to Floor Plans / Bldg. Plans / Master Plan 1. Develop individual Business Unit/ Dept. spatial needs requirements. Develop Dept. block plans, adjacencies, grow representations. Translate Programming Finding into Concept bldg. plans. Develop 2-3 Conceptual City Master Plans leveraging pre-existing and any new or proposed space. 2. Integrate structural findings. 3. Integrate MEPfindings. 4. Integrate Arch. Survey finding with RY+AO Programmatic- Spatial translation. C. Deliverables: two (2) hard copies and one (1) electronic copy (Microsoft Word/Excel format) 1. Schematic Study shall consist of the following: a. One site plan illustrating location of facility, parking, site circulation, floor plan. Studies shall illustrate present capacity, recommended expansion space to accommodate present and future programmatic requirements, business adjacencies between Operating Units & Dept. 1) Existing Admin. Bldg.- Current and future capacity at existing site. 2) Parking, FTE, Visitor, Fleet, EV 3) Yard, Warehouse. 4) Adjacency & Site design considerations with respect to the Park & Fire Station 5) Vehicular access- public streets, on -site circulation. 6) Security, fencing, ingress & exiting control, bldg. security, cameras, alarms, etc. 7) A presentation of the findings and recommendations to the La Quinta City Mgr./Ops Mgr. / City Council meeting. 2. Concept Landscape areas and fencing areas 3. Topo, lot boundaries, concept recommendations if there any site water retention issues, topography issues, curb cut / site access issues, etc. 4. Dry Utility: Identify potential primary circuit voltage based on load demand and circuit availability (12 / 16kV); Determine utility company transformation needs per Design Guidelines and parameters; Identify potential KVA demand based on utility company historical data; Provide viable conceptual transformer locations and dry utility designs for proposed building; Identify all necessary structures and estimate cost, timing, and sequence; Coordinate all necessary underground conversions in the alley; Assist in identifying potential SoCal Gas design options and metering options; Assist in locating potential tie in points and viable gas meter locations; Coordinate all utility removals and quitclaim of easements; Compile overall dry utility composite exhibits 5. Prepare a statement of probable cost at the Schematic Design stage for two options D. Design Development 1. Preparation of Design Development documents based upon approved Schematic Design documents for Owner review and approval. The purpose of Design Development documents is to establish the final scope, relationships, forms, size, and appearance of the Project through: a. Plans, sections, and elevations b. Preliminary selection of building systems and materials C. Typical construction details d. Final material selection e. Equipment layouts. 2. Structural recommendations integrated with Cost Estimate 3. MEP concept systems recommendations integrated with Cost Estimate 4. Develop City of La Quinta Design Development Cost Estimate a) Cost estimate inclusive of projected escalation costs. 5. Deliverables: two (2) hard copies and one (1) electronic copy (Microsoft Word/Excel format) a. Design Development Plans b. Provide an estimated cost in current dollars for estimated design, construction, inspection, furnishing and equipment, and contingency fees to meet the needs identified in the planning work. Cost Estimate shall provide a general breakdown of each facility, or cost/SF for Admin. Bldg., storage facilities, CNG move, etc. E. Additional Scope of Work 1. Removal and decommission of CNG tank: a. Demolition Plan and removal specifications b. Permit application for "Above Ground Storage Tank System Closure Permit Application" (UN-064) per State Fire Marshall and local code requirements. c. Assumes the tank capacity is greater than 1,320 gallons. d. Excluded is the modification of the Site's HMBID. 2. Additional Cost Estimate at Schematic Design Stage a. Prepare a statement of probable cost at the Schematic Design stage for up to two design options. 3. Relocation of Water Truck Filling Station Water Source Line a. Reroute 2 /" existing water pipe to new location b. Coordinate underground wet utilities and easement c. Assume no floor drain is required d. Assume no camlock terminal is required ASSUMPTIONS & EXCLUSIONS A. Signage Design 1. All exterior and interior signage is provided in this proposal. All street signage, building signage and interior room signage designations shall be provided by others, not a part of A&E professional services. B. Environmental Land Planning 1. Professional services to entitle discretionary entitlements, mitigate negative declarations, CEQA are not included in our professional services. RY+AO has solicited a proposal from Michael Baker and Associates to provide preliminary entitlement finding if required. These services shall be provided upon request. C. Traffic Engineering Services 1. Services of a traffic engineer were not designated as a requirement for this project and are excluded. Clarification, all vehicular traffic flow, truck turning radius studies, FTE/Visitor Parking and Fleet parking and circulation studies are included in RY+AO professional services. D. Communications Tower 1. A&E team shall coordinate the connection of all communication to the City's communication pole or tower, if leased or purchased. The installation of the communication pole or tower shall be provided by others, between the City and the communication tower vendor. 2. We have assumed meeting with the City's BU's, to define functional requirements for the SCADA, Microwave, Radio, DAS, IT/Telecom for the proposed La Quinta operations yards for the purpose of designing the supporting M EP & Low Voltage infrastructure. All design and construction documentation/Bidding can be provided by Design Build contractor procured by the city or retained GC. E. Off -Site Improvements 1. All off -site improvements and utilities are unknown at the submittal of this proposal, therefore assumed not to be a part of this scope of work. 2. Upstream power study and power design to provide the site with more power than is supplied and exists at the site today to support proposed improvements. F. Geotechnical Conditions 1. Geotechnical report shall be provided by the City. Modifications to project resulting from any unknown subsurface geological condition not disclosed in the RFP shall be provided as an additional service. By example, structural foundation design resulting from liquefaction, ground water conditions, remediation of building foundations resulting from insufficient soil bearing values, deep foundations, soil remediation. G. Plumbing 1. Design the plumbing systems including domestic water, waste, vent where required. We will design plumbing systems only to 5 feet from the exterior. All site utilities are by the Civil Engineer. These include, but are not limited to, storm drain, sanitary sewer, domestic water, fire water, natural gas, and foundation drainage. 2. Sewage ejectors and sump pumps are excluded. We assume these will be gravity systems. 3. We assume a domestic water booster pump is not required. 4. We have excluded the design of grease waste interceptors. H. Fleet Repair Building and Fleet Services 1. Assumption: There are no Fleet Repair services required for this project per RFP. I. CNG Existing Fueling Tank Removal 1. Provide demolition plan and removal specifications. 2. Assume the tank capacity is greater than 1,320 gallons. 3. Permit application for: "Above Ground Storage Tank System Closure Permit Application (Un-064) per State Fire Marshal and local code requirement. 4. Excluded is the modification of the Site's HMBP. J. Fire Protection 1. Design the fire sprinkler system. The design of the fire sprinkler system will consist of performance specifications. The contractor will complete shop drawings and hydraulic calculations and will be the engineer of record for the fire sprinkler system. We assume the base building risers are adequately sized for our use. We have excluded fire protection requirements for high pile storage, CNG fuel station, waste management/disposal station and any specialty fire protection in areas of battery energy systems. 2. We assume a fire pump and a fire water storage tank will not be required. 3. Design the fire alarm system. The design of the fire alarm system will consist of performance specifications and general location of fire alarm devices; the contractor will complete shop drawings and all calculations and will be the engineer of record for the fire alarm system. 4. Architect will retain a dry utility consultant to provide design and coordination with the local utility company for a new electrical service(s) to the project site. 5. We will provide lighting design for both the site and building. We assume all lighting to be utilitarian type. VCL shall specify any specialty lighting is required for this project. 6. Provide conduit infrastructure and point to point connections for voice, data, broadband, or television system and devices based on input from Client or from Client's consultants. 7. Provisions for conduit infrastructure for security devices, backboxes, and conduit for security systems based on the input from Client or from Client's consultants. 8. Design the power connections for building equipment, such as Client -provided equipment. Our documents do not include information that is contained on vendor drawings (such as wiring diagrams, electrical controls, etc.) El 9. Solar PV system is required. We assume this to be by the Owner's vendor or a separate consultant retained by the Architect as an additional service. If requested, we can provide system sizing calculations and a performance specification for the Contractor to design/build the system. Should the City consider PV (other than code required infrastructure), battery energy storage and possibly a Microgrid infrastructure to produce power and possibly provide back-up power for their EV charging infrastructure, A&E shall provide these services as an additional service. K. Electrical Design the electrical normal power for the proposed work. a. A. The RFP does not indicate that an emergency generator is required. It is assumed that the A&E team shall design conduit provisions to allow for connection to a roll -up portable emergency generator. We have excluded the design of Emergency -Power for the entire site. b. B. We assume the EV charging stations will be required to service employee and fleet parking lots which shall be designed to Code minimum. Additional chargers will require additional services fees. c. C. Included in our professional services is consultation to provide design and coordination with the local utility company for a new electrical service(s) to the project site. d. D. We will provide lighting design for both the site and building. We assume all lighting to be utilitarian type. If any specialty lighting is required, the Architect will be required to provide a lighting designer for the project in the event that AT's lighting design studio is not retained. L. Low Voltage/Audio Visual/Security 1. Develop program requirements for Low Voltage Cabling, Audio Visual and Security (access control & video surveillance) Systems. This will include a detailed review of the current programming and design documents developed to date. Work with the Client and project team to define functional and technical requirements. 2. Design the low voltage cable plant for the facility. This will include all horizontal category data cabling, backbone copper/fiber, and Outside Plant (OSP) fiber connectivity necessary to support network connected devices. Network connected devices shall include Wi-Fi Access Points (We have excluded predictive Wi-Fi modelling studies which can be provided as and additional service), hardwired work area outlets, data to support audio visual and data to support security system I P devices. Non -category data cable for audiovisual (Audio, Video, Control etc.) and security (Access Control, Intrusion Detection, etc.) will be designed and specified under each discipline. The intent is for all lowvoltage data cabling to be included in one comprehensive package forthe purpose of bidding and installation. 3. We have excluded all drawings for all lowvoltage wiring relating to their systems associated the EV charging systems on the site as these are assumed to utilize cellular connectivity. 4. Design the pathway systems for the distribution of the horizontal, and riser backbone cabling infrastructure. Coordinate OSP pathway requirements to the Civil Engineer. 5. Design the ER/M DF and TR/I DF rooms to support all IT infrastructure and Client provided equipment. This will include a review of the power and grounding requirements that are required to support the active equipment to be located within these rooms. 5 6. Review plans for the EF/MPOE to ensure telco facilities are in place to deliver telco services. Telco services shall be ordered and installed by others. 7. Design the audiovisual systems for the Office and Centralized Employee Facility. We have assumed this will include typical small, medium and large conference rooms for approximately 20% of the floorspace. Per the RFP responses, we have assumed the conference rooms shall double as training rooms. 8. Work with city provided vendor to provide the low voltage infrastructure to provide a paging system perthe RFP response requirements. 9. Provide bidding and construction administration services for lowvoltage and audio-visual scopes of work. We excluded the design of a synchronized clock system. M. Lighting Design Services 1. Interior Lighting for both office buildings, enclosed conditioned storage area, area beneath canopy, fleet washing, and parking structure lighting. a. Design ofT-24 compliant lighting b. Lighting Designer to select fixtures and equipment that have a 5+ years warranty and locally sourced Exterior Lighting for laydown areas, surface parking areas, hardscape areas and wayfinding signage lighting for building connectivity on the site. c. Dark Sky compliant d. Lighting Designerto select fixtures and equipment that are appropriate and durable for harsh weather. e. Provide prescriptive -method Title 24 for mechanical, lighting and envelope compliance calculations and forms. If an energy model is required for the project or if performance Title 24 calculations are required, Alfatech will require additional services. f. Coordinate with the structural engineer for all equipment anchorage. All structural calculations and details for anchorage are the responsibility of the structural engineer. g. Coordinate our work with other team members. h. If requested by Client, assist the design team and Client in their review and comment on the project cost estimate that is prepared by Client's contractor or cost estimator. i. Prepare CSI-formatted specification documents that describe the design intent. N. Logistics Warehouse & Outdoor Storage 1. All warehouse high pile racking systems shall be coordinated by the A&E in collaboration with the City's warehouse and logistics department. Services of specialized storage needs shall be identified in Programming, between the A&E team and the City. The design of these systems shall be the responsibility of a specialized logistics consultant of the City's choosing. City shall retain the logistics & storage consultant. A&E shall work with the City and its consultant to identify these specialized selections and specification of these systems. 2. Systems shall include but not be limited to the following: high pile racking systems, mezzanine storage, secured storage, small parts conveying & carousel systems, outdoor racking, bar code scanning systems, inventory control systems, etc. 2 O. Hazardous Materials A&E surety precludes the design professionals from the identification, consultation, mitigation, abatement, handling, identification / certification / design to address any hazardous materials contained in the geology of the site or hazardous assets which the City anticipates obtaining and storing on -site. P. Primary Structure System of Buildings 1. Assumptions: a. Office and Crew Quarters - Up to twenty-five feet in height, single story office building, constructed with steel, Prefab steel, CMU, or timber framing with a lightweight roof structure made of metal deck or wood. b. Warehouse/Storage -Provisions are provided to develop storage or warehouse buildings if required, each constructed with similar materials, either CMU or concrete tilt -up walls with a lightweight roof structure made of metal deck or wood. c. Assume-12,500 SF of built space per the RFP. d. Parking Canopies. Design for parking canopies are provided. Assumes a typical steel frame design and includes allowance for solar. e. Fleet Maintenance Shop- excluded, not in scope. f. Wash Bay - excluded, not in scope. g. Maintenance Shop -undefined and to be determined. Design Development, Const. documentation, Bidding and Const. Admin. services for the development of a Maintenance Shop are not included in this scope of work. h. Misc site elements, assumed to be up to three (3) canopies are provided. i. Assume one site lighting pole design. j. We have not included anchorage of warehouse storage and racking systems nor equipment anchorage but can upon request. k. There will be one permit package for the project with all architectural, structural, and other consultant packages submitted concurrently. I. The design and construction of all buildings will occur concurrently. Project phasing may require review of scope and fee. m. Building Information Models (BIM) will contain elements modelled to a Level of Development (LOD) 200, unless otherwise noted. Refer to AIA Document G202- 2013 2. Exclusions: a. Detailed design of secondary structural elements (i.e., window supports, curtain wall supports, exterior cladding, window washing equipment, elevator machine supports and miscellaneous metal supports). b. Landscape structural elements such as site walls, trellis, etc. not specifically noted herein. c. Geotechnical investigation and report d. Material testing and destructive investigation e. Special inspections during construction f. Design of elements for exterior building maintenance g. Preparation of demolition documentation (scope of existing buildings unidentified in the RFP.) h. Engineering or inspection of contractor temporary works such as shoring, bracing, underpinning, or propping. i. Work required to correct non -conforming construction undertaken by the contractor or unforeseen conditions. 7 j. Design of support/bracing/anchorage of mechanical, electrical, and plumbing (MEP) systems and furniture, fixtures, and equipment (FF&E) elements k. Services necessary due to significant scope changes or design revisions after Phase I I. Services necessary due to significant schedule extensions or accelerations Q. Dry Utilities 1. Assumptions: a. Client/project/construction team to use utility company drawings and/or designs for construction documents. b. Client/project team to provide project information to the level of detail required to allow for the calculation of future needs and demands and service provisions. c. Assumes client, or their assigned design team member(s) provides onsite and offsite civil, architectural, and landscape base files. d. All City files will be provided to Moran Utility Services, Inc. for use in preparing and submitting to each dry utility company. e. Occasionally dry utility companies require additional offsite base files to be created by civil engineer. Field survey work, by others, may be required to allow full development of base files and designs. f. Assumes utility companies have adequate capacity to accommodate new services. g. Assumes that all existing dry utility facilities will be protected in place and any onsite removals will be complete before our efforts commence. 2. Exclusions: a. Excludes coordination with utilities for the quitclaim of any existing utility easements. b. Separate utility relocations or rearrangement to any existing facilities. c. Separate service extensions, relocations, or revisions to utility connections to neighboring properties. d. Service to irrigation, or other facility meter pedestals. If required, separate work orders can be processed for an additional fee and processed as an addendum if required. e. Any other separate design or coordination services related to offsite system reinforcement work, and/or separate streetlight installation or removal design and/or coordination. f. Separate electric service extension work orders are excluded from this proposal. If the developer or the utility chooses to request these services as separate work orders, a change order would be required. g. Offsite upgrades, underground line reinforcements, processing of fault duty letters, obtaining encroachment permits, and processing EUSERC drawings. h. Location services, field survey, and base file creation. i. Iterative dry utility composite changes mentioned above in scope description are included, excludes significant revisions that result in site changes and redesign efforts. j. Preparation of as-builts. k. Any electrical engineering, private lighting fixture selection, or low voltage system assessment. I. Excludes reproduction or printing costs (client to provide printing account). m. Coordination or design services related to offsite relocations, rearrangements and/or reinforcements. n. Processing of quitclaims of any existing easement vacated during project. o. SoCal Gas Relocation (s)/RemovaI(s). p. Coordination of any utility overhead to underground conversions. R. Civil 1. The following is a partial list of the exclusions applicable to the Civil Services: a. Easements with governing agencies (power, gas, telephone, cable, guy anchors, overhead utility poles) b. Traffic Signal Studies/ Plans/ Modifications/ Reports c. Soils/ Geotechnical consulting d. Analysis of water and sewer systems serving areas adjacent to the proposed project, i.e., the preparation of regional or sub -regional analysis is not included. e. Shoring plans/ Exhibits/ Tie -back documents/ Encroachment Permits f. CEQA / El applications g. Off -Site Street Lighting Plans In. Off -Site Street Improvements i. Post Construction ALTA Survey j. Existing Conditions Topographic Survey- assume Dudek is providing survey + potholing. k. CASp Certification I. Environmental Studies/ Hazardous Remediation's m. Phase 1& 2 Environmental Reports n. Access and Utility Easements / Quitclaim o. Off -Site Sanitary Sewer Flow Studies/ Reports p. Caltrans Coordination & Design Documents q. Record of Survey r. Tentative Parcel Map s. Final Parcel Map (With monumentation) t. Percel Merger / LLA u. Street Right -of -Way Dedication v. Grease Interceptor Design and Sizing w. Traffic Control Plans x. Phasing Plans y. Off -Site Street Improvements Plans, Utility Extensions, Integration of Public Transportation z. Off -Site As -Built Plans aa. Existing Underground Utility Scanning bb. Federal Emergency Management Agency (FEMA) - CLOMR and LOMR C Exhibit B Schedule of Compensation With the exception of compensation for Additional Services, provided in Section 2.3 of this Agreement, the maximum total compensation to be paid to Contracting Party under this Agreement is not to exceed Five Hundred Sixty Thousand Two Hundred Seven Dollars ($560,207) (the "Contract Sum"), comprised of $222,806 for Professional Planning and Design Services of Phase 1 as detailed in Exhibit B of the Agreement, $337,401 for Professional Planning and Design Services for Phase 2 as detailed in attachment to Exhibit B to this Amendment No. 1. The Contract Sum shall be paid to Contracting Party in installment payments made on a monthly basis and in an amount identified in Contracting Party' s schedule of compensation attached hereto for the work tasks performed and properly invoiced by Contracting Party in conformance with Section 2.2 of the Agreement. Phase 1 shall be paid as a lump -sum on percentage of completion basis not to exceed One Hundred Seventy -One Thousand Two Hundred Six Dollars ($171,206) per original agreement. Phase 2 shall be paid as a lump -sum on percentage of completion basis not to exceed Three Hundred Thirty -Seven Thousand Four Hundred One Dollars ($337,401) as detailed in attachment to Exhibit B to this Amendment No. 1. Where items are listed as Additional Scope of Work or Optional Tasks; they cannot be included or paid without prior written approval by the Contract Manager. Reimbursable Items shall be paid on a time and materials basis not to exceed Fifty -One Thousand Six Hundred Dollars ($51,600). Exhibit B RY+AC, - Architectural AlfaTech - MEP Lighting Low Voltage Visual Concepts - Site Lighting NV5 - Sumeying PHASE II ®m®mmmmmmmmmmmmmmmmmmmmmmmmommmmmmmammmmmo®m®mmmmmmmmm��m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ mmmmmmmmmmoommmoommommmmmmommmmmmmmmmmmmmmmmmmmmmmmmmm��mm■ Ughting mmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��mm■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmommmmmammmmmmmmmmmmmmmm��mm■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmoommmmmmmmmmmmmmmmmmmmm��m�m■ 218 mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmm��mm■ m•©om0000000©o©©mmmmoo©©©000mm000m®om©000000mmm00000000000�m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ immmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmlmlm�m■ mm®mmm®mmmaaammom®m®mmmmmmmm®mm®mmmammmmmmmm®mmmmmmmmm��m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmommmmmmmmmmmmmm®mmmmmmmmmm®��m�� mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m■ •:•C•• mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmmmo�m�m■ - �oom000mo�o©©©000mmmd000000mmmodoomm©000000mom00000000momt�m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ �mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ mmmm®mmmmmmmommaamammmmmmmmmmm®mmmommmmo®ommmmmmmmmmmm��mm■ 12 mmmmmmmmmmmmmmm®mmmmmmmmmmommmmmmmmmommmmmmmmmmmmmmmmm��m■ mmmmmmmmmmmmomammmommmmmmammmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ mom000d00000moo©�odododoo©m000doom000000m000000000000dd��m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ 2.4 ADDITIONAL SCOPE OF WORK mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ mmmmammmmmmmmmammmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm®�m�m■ mmmmammmmmmmmmammmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ 000000000000000000000000000000000000000000000000000000mo�m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ oom000momo©©moommm®moommm©ommom®®mmommoommmmm00000000mmo�m■ TOTA oo�oo�o�m��mm�m�m��m��m��mmmmmmmm�om■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ TOTAL ..:.00�oo�o�m��mm�m�m��m��m��mmmmmmmm�om■ TOTAL HOURS - ME oom000momo©©moommm®moommm©mmmom®®mmommoommmmm00000000mmo�m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm�am�m■ 0000000000000000000000000000000000000000000000000000000am�m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ IOTA 0000000000000000000000000000000000000000000000000000000am�m■ TAIL 0000000000000000000000000000000000000000000000000000000�m■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm��m�m■ • �o�o�o�o�o�m��om�m��o��o��o��00000000��m■ oom000momo©©mommmo®moommm©ommom®®mmommoommmmm00000000mma�m■ BUSINESS SESSION ITEM NO. 1 City of La Quinta CITY COUNCIL MEETING: January 21, 2025 STAFF REPORT AGENDA TITL' : APPROVE: (1) PROGRAMMING STUDY OF THE LA QUINTA MAINTENANCE AND OPERATIONS YARD PROJECT NO. 2018-05, AND (2) AMENDMENT NO. 1 TO AGREEMENT FOR CONTRACT SERVICES WITH RY+AO FOR PHASE 2 PROJECT PRELIMINARY DESIGN RECOMMENDATION Approve: (1) Programming Study of the La Quinta Maintenance and Operations Yard Project No. 2018-05, and (2) Amendment No. 1 to Agreement for Contract Services with RY+AO for Phase 2 project preliminary design; and authorize the City Manager to execute the amendment. EXECUTIVE SUMMARY • On August 6, 2024, Council approved an Agreement for Contract Services (Agreement) with RY+AO to provide a Programming Study for the first phase of the City's Maintenance and Operations Yard Project No. 2018-05 (Project). This contract included the potential to continue Phases 2 and 3 with contract amendments. • Staff recommends Council accept the finished Programming Study and approve initiating Phase 2 Preliminary Design (Attachment 1). • Amendment No. 1 (Attachment 2) to the Agreement proposes a $337,401 increase for the next phase of work which includes the schematic design and preliminary plans. FISCAL IMPACT Budget for the Project was allocated in fiscal years (FY) 2019/20, 2023/24, and 2024/25 Capital Improvement Program (CIP) in the amount of $1,591,013, which includes $1,311,013 in Measure G funding and $280,000 in Maintenance and Facilities DIF. The following is the Project budget: Project Budget* Professional $ 190,000 Master Planning/Design $ 1,084,073 Contingency $ 316,940 TOTAL: $ 1,591,013 * Staff will bring the preliminary estimate back to Council once the final plans and estimate are prepared to request additional allocation. 127 BACKGROUND/ANALYSIS The Maintenance and Operations Yard shares a 10-acre site with former Fire Station No. 32, and Fritz Burns Park. The park contains a swimming pool, playground, restrooms, six tennis courts, eight pickle ball courts, a skate park, a dog park, and off-street parking (Attachment 3). On August 6, 2024, Council approved the Agreement with RY+AO for Phase 1 of the Project, following the competitive Request for Proposals process completed in March/April 2024. The Agreement included three Phases as follows: • Phase 1 — perform appropriate engineering -related field surveys and prepare the base map; update the Project's Master Plan and Facility Needs Assessment; and perform the Planning and Programming Step for the proposed Maintenance Office and Crew Quarters and any amendments to the exterior storage facilities. • Phase 2 — prepare preliminary plans and cost estimates for the proposed site layout based on the selected Master Plan Needs Assessment option. • Phase 3 — prepare final plans, specifications, and cost estimates from the preliminary plans. The Project proposes a state-of-the-art facility designed to replace outdated buildings at its current location adjacent to Fritz Burns Park, and aims to consolidate five key Public Works operating units into a single, modern facility to enhance operational efficiency, improve workflows, and provide staff with a safe and functional environment. Program refinements have resulted in a streamlined/efficient design, reducing the building area to approximately 12,400 square feet on a 2.82-acre site. The current rough order of magnitude cost is estimated at $600 per square foot, bringing the total Project cost to approximately $7.4 million. The facility will feature flexible office spaces, training rooms, maintenance bays, modernized restrooms, and efficient storage solutions for tools, materials, and fleet vehicles. Additional site improvements include redesigned parking areas to accommodate staff, public, and fleet vehicles, enhanced pedestrian pathways for accessibility, and dedicated areas for material storage and plant nursery operations. Sustainability is a core component of the design, with energy -efficient systems, Title 24 compliance, and renewable energy infrastructure that will meet at least 15% of the facility's annual energy usage. Utility and infrastructure upgrades, such as modernized underground systems and robust building management technologies, will support long-term functionality. Also included are future -proofing measures, such as provisions for EV charging stations and opportunities for sustainable expansion. 128 Staff recommends Council approval of proposed Amendment No. 1 to the Agreement for Phase 2 Preliminary Design with RY+AO in the amount not to exceed $337,401. When the City accepts the Phase 2 work, the City will have the option to continue services with RY+AO. The current estimate for all contract services for Phases 1, 2, and 3 is $1,084,073. ALTERNATIVES Council may deny approval of the programming study and direct staff to modify the proposed concept. Prepared by: Ubaldo Ayon, Assistant Construction Manager Approved by:Bryan McKinney, P.E., Public Works Director/City Engineer Attachments: 1. Programming Study 2. Amendment No. 1 to Agreement with RY+AO 3. Site Plan Exhibit 129 ATTACHMENT 1 La Quinta - Maintenance & Operations Center La Quinta, California La Quinta - Maintenance & Operations Center Cover Sheet +A.0 4V • Sae : = uIm rfe�,LNmear N.. 130 2024-0361 Date 12/12/2024 Table of Contents Table of Contents Appendix 11 - Landscape Basis -of -Design Ap11.1 Table of Contents I Appendix 12 -12-Month Electrical Utility Data Ap12 Executive Summary 11 Appendix 12 -12-Month Electrical Utility Data Ap12.1 Existing Shop & Storage Building Photos III Existing Maintenance Building Photos IV Existing Administration Building Photos V Code Study Summary T1.0 Overall Project Timeline T2.0 Existing Overall Site Plan ES1 Existing Enlarged Site Plan ES2 Existing Enlarged Site Plan - South ES3 Existing Enlarged Site Plan - South - Aerial View ES4 Existing and Proposed Departmental Areas A0.1 Program Validation 2020 and 2024 A0.2 Program Validation 2020 and 2024 A0.3 Program Validation 2020 and 2024 A0.4 Proposed Conceptual Building Plan A1.1 Proposed Restroom layouts A1.1 a Axonometric View Southeast A1.2 Axonometric View Northwest A1.3 Proposed Overall Site Masterplan AS1.0 Proposed Enlarged Site Plan - South AS1.1 Proposed Enlarged Site Plan - North AS1.2 Appendix 1 - City of La Quinta Program Sketch Ap1.0 Appendix 1 - City of La Quinta Program Sketch Ap1.1 Appendix 2 - Fleet & Equipment List Ap2.0 Appendix 2 - Fleet & Equipment List Ap2.1 Appendix 3 - Civil Survey Ap3.0 Appendix 4 - Underground Utility Study Ap4.0 Appendix 5 - Civil Basis -of -Design Ap5.0 Appendix 5 - Civil Basis -of -Design Ap5.1 Appendix 6 - Structural Basis -of -Design Ap6.0 Appendix 6 - Structural Basis -of -Design Ap6.1 Appendix 6 - Structural Basis -of -Design Ap6.2 Appendix 6 - Structural Basis -of -Design Ap6.3 Appendix 6 - Structural Basis -of -Design Ap6.4 Appendix 7 - MEPT Basis -of -Design Ap7.0 Appendix 8 - EV & Site Lighting Basis -of -Design Ap8.0 Appendix 8 - EV & Site Lighting Basis -of -Design Ap8.1 Appendix 9 - Completed Questionnaire Ap9.0 Appendix 9 - Completed Questionnaire Ap9.1 Appendix 9 - Completed Questionnaire Ap9.2 Appendix 10 - 2020 Programming Study by GPA Ap10 Appendix 11 - Landscape Basis -of -Design Ap11 La Quinta - Maintenance & Operations Center I Table of Contents RY+AaO Sae : = u1m rf e, wear ob No. 131 2024-0te, Date 12/12/2024 Executive Summary At the request of the City of La Quinta administration, RY+AO is providing this Programming Study for consideration regarding a new Public Works Maintenance & Operations Center to replace the very dated, undersized and non -compliant existing buildings on the City -owned parcel adjacent Fritz Burns Park. The proposed M&O center is intended to provide adequate space for the various needs of the five (5) Public Works operating units. We began our study by evaluating and assimilating the work of the 2020 programming study (by others). We analyzed every item in the prior study to validate Public Works requirements. We also performed a site visit with our entire AE team to observe existing conditions and operations. And we had the opportunity to interview the Director and key staff representing the operating units. In addition, we distributed various questionnaires for City staff completion and received and compiled the results in our current study. The result of our data collection and analysis yielded a program very closely aligned with the prior 2020 program, thus confirming the need for a larger Maintenance & Operations Center to replace the decrepit existing buildings. A site survey was also performed and an underground utility study undertaken to ascertain existing site conditions and limitations, while the City engaged a geotechnical consultant to perform on -site borings and provide geotechnical evaluation. Utilizing this information, the AE team was able to develop basis -of - design recommendations for structural and MEP systems and construction type, as well as a conceptual site layout incorporating the knowledge gained. The City also confirmed via recorded quitclaim the we are allowed to relocate access to the existing communications tower as long as that access is reasonably equivalent. Our study confirms the proposed new access is equivalent. The AE team then provided test -fits for City review and comment based upon the vetted program room list and area, with overall gross building area in the neighborhood of 15,000 SF. The selected test -fit was then developed a bit further to confirm actual requirements. The AE team also provided preliminary ROM pricing for consideration. Upon consideration of the conceptual test -fit plan and the preliminary pricing, the Public Works elected to reduce the program and thus the building area. The team has revised the conceptual plan based upon the programmatic reduction and in accordance with all other City comments. Current conceptual gross building area is approximately 12,400 SF. The AE team also provided options for the overall site with the goal of a sound conceptual site masterplan. Options for parking, site enclosure, vehicular access and pedestrian access have been presented for comment. The City provided feedback and suggestions regarding site development and the revised conceptual plan reflects the requirements and desires expressed. Our plan was then reviewed by our individual engineering disciplines to ensure project feasibility from multiple vantage points. To that end, the AE team agrees the proposed Maintenance & Operations Center is well placed and that the constituent site elements work in concert to provide improved Yard operations as well improved accommodations for Public Works staff. We look forward to moving into Schematic Design/Design Development if the City finds favor with the programming effort thus far. And we remain available to field questions from Public Works and City staff. La Quinta - Maintenance & Operations Center I I Executive Summary R Y+ A.0 5aa : = r ua rf a wear ob No. 132 Date 12/12/2024 U A. South facade (Front Entrance) of existing Shop & Storage Building B. Southeastern view of existing Shop & Storage Building C. Southwestern view of existing Shop & Storage Building Note: THIS BUILDING TO BE DEMOLISHED BY GC . ��' it .. .4 � .�.. .. ICI k'►� C■ 41, • rtr F 4r — I 1! � r-•—�� Via. � �- 6 1 La Quinta - Maintenance & Operations Center Existing Shop & Storage Building Photos • ' III RY+A,aO 4V • 5aa r;LN a} uor ufiSexT � : yob No. 133 • Date 12/12/2024 U A jaw A. South facade (Front Entrance) of Maintenance Building B. Northwestern view of Maintenance Building C. Northeastern view of Maintenance Building Note: THIS BUILDING TO BE DEMOLISHED BY GC La Quinta - Maintenance & Operations Center Existing Maintenance Building Photos 's RY+A,.O 40wkta — S.I.11 , uoeEESOLT • IV i 5aa yob No. 134 zoo¢ -ate, • Date 12/12/2024 A. Eastern view of leased Administration Building B. Southeastern view of leased Administration Building Note: TEMPORARY TRAILER TO BE REMOVED UPON COMPLETION OF NEW MAINTENANCE & OPERATIONS BUILDING La Quinta - Maintenance & Operations Center Existing Administration Building Photos RY+A0 +� Sae r;LN a} uor ufiSexT yob No. 135 Date 12/12/2024 BUILDING CODE SUMMARY GOVERNING CODES AND ORDINANCES: LA QUINTA MUNICIPAL CODE 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA PLUMBING CODE - MINIMUM REQUIRED PLUMBING FIXTURE COUNT CALCULATION: OCCUPANT LOAD FACTOR PER CPC TABLE 4-1 FOR BUSINESS FUNCTION = 150 SF PER OCCUPANT CALCULATION: 12,400 SF / 150 SF = 84 OCCUPANTS - 42 OCCUPANTS FEMALE + 42 OCCUPANTS MALE PER TABLE CPC 422.1 MINIMUM PLUMBING FACILITIES, THE FOLLOWING FIXTURES WILL BE REQUIRED: 3 WATER CLOSETS FEMALE 1 WATER CLOSETS MALE 1 DRINKING FOUNTAINS 1 SERVICE SINK DESIGN CRITERIA 1 LAVATORIES FEMALE 1 LAVATORIES MALE 1 URINALS MALE IN ADDITION, FOR STRUCTURES IN LA QUINTA, DESIGN FOR THE FOLLOWING REQUIREMENTS: - SEISMIC DESIGN CATEGORY: D - BUILDING CODE - WIND DESIGN: SPECIAL WIND REGION - 110 MPH (USUALLY RESULTS IN 85 MPH FOR ASD); EXPOSURE "C" - CLIMATE ZONE: 15 - SUBJECT TO DAMAGE FROM: WEATHERING - NEGLIGIBLE, FROST - N/A, TERMITE - VERY HEAVY - WINTER DESIGN TEMPERATURE: 34°F - ICE BARRIER UNDERLAYMENT REQUIRED: NO - FLOOD HAZARDS: A/AO/X - SEE FEMA MAP - AIR FREEZING INDEX: NO FREEZING DATA RECORDED - MEAN ANNUAL TEMPERATURE: 72.3°F BUILDING ANALYSIS - PROPOSED DATA AREA OF BUILDING CONSTRUCTION APPROXIMATELY 12,400 SF STORIES 1 CONSTRUCTION TYPE III-B or V-B OCCUPANCY BUSINESS USE GROUP:'B' WITH ACCESSORY ASSEMBLY &... FIRE SPRINKLER YES - FULLY SPRINKLERED STRUCTURAL RISK CATAGORY II ZONING CODE SUMMARY PROJECTINFO PROJECT ADDRESS 78106 FRANCIS HACK LN., LA QUINTA, CA 92253 APN 770-184-013 CURRENT ZONING MC ZONING INFORMATION MAJOR COMMUNITY FACILITIES FIRE HAZARD SEVERITY ZONE LRA (LOCAL RESPONSIBILITY AREA) GP LAND USE MAJOR COMMUNITY FACILITIES GP NOTES HILLSIDE AREA NO TRACT NO.1 MAP REFERENCE PARCEL MAP NO. 36329 BLOCK LOT PARCEL4 MAP SHEET 770-18 COMMUNITY PLAN AREA CITY OF LA QUINTA, COUNTY OF RIVERSIDE AREA PLANNING COMMISSION CITY OF LA QUINTA CURRENT LAND USE SINGLE -STORY OFFICE BUILDING LOT SIZE 2.82 ACRES PROPERTY DEVELOPMENT STANDARDS FOR MC ZONE M MAXIMUM FLOOR AREA RATIO MAXIMUM BUILDING HEIGHT MINIMUM DISTANCE BETWEEM BUILDINGS MINIMUM SETBACK FROM AND ABUTTING PUBLIC WAY REQUIREMENT N/A 3 STORIES, 40 FEET 30 FEET (W & E) - 20 FEET (S) - 0 (NORTH) NOTES 10 FEET LANDSCAPE SETBACK (S) - 15 FEET (W & E) - 0 (N) PARKING REQUIREMENT REQUIREMENT 1 SPACE PER 300 SF. GFA 1 SPACE PER 500 SF. GFA 19� 0"X17' TO CURB + Z OVERHANG OR 19'-0" (UP TO 20% OF TOTAL SPACES CAN BE COMPACT 8-6"X16'-0" + 1'-6" OVERHANG) OFFICE BUILDING INDUSTRIAL PARKING STALL SIZE PARKING AISLE WIDTH 26' ONE WAY, 26' TWO WAY FIRE ACCESS 24' WIDE ACCESS LANE ON ALL SIDES OF THE BLDG WITH MIN INSIDE TURNING RADIUS OF 45' La Quinta - Maintenance & Operations Center 's T1 0 Code Study Summary RY+AaO � � Sae : = ulMrjaA.�ear Na 136 2024-0te, Date 12/12/2024 • PLANNING COMMISSION MEETING • CITY COUNCIL STUDY SESSION • CITY COUNCIL MEETING - 01/2025 DIRECT CONSULTANT TEAM TO STUDY THE MECHANICAL, ELECTRICAL, PLUMBING, IT, COMMUNICATIONS AND SECURITY SYSTEMS NECESSARY TO ACCOMPANY THE ARCHITECTURAL PROGRAM. PROGRAMMING DESIGN MILESTONE SCHEMATIC 50% DESIGN DESIGN DEVELOPMENT T 1 N 100% SD CONCEPTUAL DESIGN N SUBMITTAL I PHASE JANUARY 2025 100% CD 100% DESIGN CITY COUNCIL DEVELOPMENT MEETING & APPROVAL N L50% CONSTRUCTION N DOCUMENT PHASE2N__ CEQA BY CITY BUILDING PERMIT BIDDING PLAN CHECK PHASE3 ____ J JANUARY 2026 CONSTRUCTION -------�--POST CONSTRUCTION ACTIVITIES ACTIVITIES CONSTRUCTION ADMINISTRATION PHASE 3 JANUARY 2027 LEGEND DESIGN MILESTONE - MUNICIPAL MILESTONE CITY COUNCIL APPROVALS - BIDDING MILESTONE NOTE: ONE BLOCK = ONE -MONTH DURATION COMPLETE AND OCCUPY NEW BUILDING - I - T MAY 2027 CONSTRUCTION MILESTONE - ' - OCCUPANCY MILESTONE La Quinta - Maintenance & Operations Center T2 0 Overall Project Timeline RY+AaO � � 5c 1 137 12-=1 Job No. MI -OM Dale 12/12/2024 E, U�l I MEN— o C* : zI,0 0 0 0 0 0 0 0 r<,m NINE LNonono NINE in so so � r III - f 0 0 Existing Buildings in Study Existing Building Footprint Area: SS (SHOP & STORAGE): 2,360 SF M (MAINTENANCE): 5,610 SF A (ADMIN): 2,160 SF TOTAL: 10,130 SF 1 ES2 Ell, RANkN G Site Entrance Gate Building Entrance 'X Existing Cell Tower La Quinta - Maintenance & Operations Center Existing Overall Site Plan 's LEGEND CONCRETE PAVING DECO PAVERS DIRT LANDSCAPE SIDEWALK CONCRETE N 0' 50' 100' 200' 300' (1) SCALE : 1" = 100' RY+A,aO • ES1 4V • • 5 ae 138 In40 _ ��+#y�.Ug �r �. � Job No. 2024-0361361 • Date 12/12/2024 KEYNOTES: 0 EXISTING TOOL STORAGE TO BE REMOVED 2M� EXISTING DRYING BED TO BE RELOCATED OEXISTING MATERIAL BIN STORAGE TO BE RELOCATED OEXISTING NAT. GAS TANK M� EXISTING CELL TOWER 6O EXISTING CANOPY, TYP. 7O EXISTING PAINT STORAGE OEXISTING EYEWASH/SHOWER 9O EXISTING STORAGE CONTAINERS 10 EXISTING ELEC. TRANSFORMER 11 EXISTING ELEC. VAULT 12 EXISTING PROPANE TANK ON CONC. PAD TO BE RELOCATED 13 EXISTING GATE & FENCE TO BE RELOCATED 13 EXISTING GATE & FENCE TO BE RELOCATED 13 EXISTING GATE & FENCE TO BE RELOCATED 13 EXISTING GATE & FENCE TO BE RELOCATED LEGEND CONCRETE PAVING DECO PAVERS DIRT LANDSCAPE SIDEWALK CONCRETE N 0' 30' 60' 120' 180' Tsiiiiiiii SCALE: 1" = 60' La Quinta - Maintenance & Operations Center ES2 Existing Enlarged Site Plan RY+AaO a-ll 139 Indi —d Job No. 2024-0361 Date 12/12/2024 Existing Buildings in Study Existing Building Footprint Area: SS (SHOP & STORAGE): 2,360 SF Site Entrance Gate M (MAINTENANCE): 5,610 SF Building Entrance A (ADMIN): 2,160 SF Existing Cell Tower TOTAL: 10,130 SF ry 0 z O U Q LU 0 55.8 0' 15' 30' 60' 90' Tsiiiiiii SCALE: 1" = 30' La Quinta - Maintenance & Operations Center ES3 Existing Enlarged Site Plan -South +O +� 5c1 14 A, indicated RYat a 0 t,1m rfL , LNmRKy �. Job No. 2024-0361 Date 12/12/2024 L T FRAN IS HACK LN. r La Quinta - Maintenance & Operations Center Existing Enlarged Site Plan - South - Aerial View 's &7 m N 0' 15' 30' 60' 90' Tsiiiiiii SCALE: 1" = 30' +.O • ES4 RY 4V • • 5 a e 141 1.. _ ao.-0- f;LN a} uor i}fiSE'RT � - � iob No. zoz4-oast Date 12/12/2024 COMMON AREAS 1,869 SF (+49.6%) COMMON AREAS 3,709 SF FACILITIES 1,518 SF (+23%) FLEET & FACILITIES 1,971 SF PARKS. LIGHTING & LANDSCAPE 401 SF PUBLIC WORKS 463 SF EXISTING TOTAL DEPARTMENTAL AREAS 7,857 SF (+79.85%) PARKS. LIGHTING & LANDSCAPE 1,990 SF (+32.9%) PUBLIC WORKS 690 SF PROPOSED TOTAL DEPARTMENTAL AREAS 11,165 SF STREETS & STORM WATER 2,807 SF (-29.1 %) STREETS & STORM WATER 1,990 SF TRAFFIC 800 SF (+1.8%) TRAFFIC 815 SF EXISTING AREAS PER DEPARTMENT COMMON AREA 1869 SF FACILITIES 1518 SF PARKS, LIGHTING & LANDSCAPE 401 SF PUBLIC WORKS 463 SF STREETS & STORM WATER 2807 SF TRAFFIC 800 SF 7857 SF = Grand total of level 1 PROPOSED AREAS PER DEPARTMENT COMMON AREA 3709 SF FLEET & FACILITIES 1971 SF PARKS, LIGHTING & LANDSCAPE 1990 SF PUBLIC WORKS 690 SF STREETS & STORM WATER 1990 SF TRAFFIC 815 SF 11165 SF = Grand total of level 1 La Quinta - Maintenance & Operations Center 's AO 1 Existing and Proposed Departmental AreasRY+A0 +� � s" a A, i.di —d 142 2024-0361 Dare 12/12/2024 Maint. & Operations Yard - La Quinta 1 Previous Proposed Program (2020) tev 0"Kra RY+AaO = GEM afrAe DL5ERT - La Qulnta Maintenance & OperaVorks Yard Program Summary 2020 space FTE 5FJROOm Circulation Qty Net Area (SF} Comment summary Per Department OFFICES DIRECTOR ASSISTANT SUPPORT SPACE COP1EFtf FAX AREA F1t.E & STORAGE TOTAL FACILFTIE5/! QUIPMENT ANALYST M & 0 TECHNICIAN 14 AM-1-1z"NCE 11 MAINTENANCE I SUPPORT SPACE COPIER f FAXAREA FILE & LIBRARY SUPPLY STORAGE PIJRLiC 4Y"RK 1 250 1,25 1 31.2.5 Audio-visual needs 1 120 1.25 1 150 25 1.35 1 13.75 Centralized wj all functional groups 75 1.5 1 112-S Z 6W02 1 144 1.25 1 100 Close prom to crew 1 64 1,35 1 84-4 Crew morn setup 1 25 1.35 1 33.75 Grew muni setup 25 1.35 3 101.2S Crewmcrn setup 50 1-35 1 100 1,5 1 80 1,15 1 M15C. CREW ROOM SPACE so LAS 1 GENERAL S"CIP SQU 1.5 1 WAREHOUSEMORAGE PAINT STORAGE 150 1.6 1 TOOL5TORAGE 15U 1.6 1 SURPLU55TCRAGE 250 11 1 70TAL 6 PARKS/LANDSCAPE ANALYST FOREMAN PARKS WORKER MARJENANCE II MAINTENANCE I SUPPORTSPACE A I' LA 1 144 1.25 1 64 1.35 1 25 1.35 1 25 1,35 3 25 1.95 x 57.5 Centralised w{ all functional groups ISO 108 Centralized w/ all functional groups 67.5 750 240 240 4iip 2,424 11910 86.4 33.75 33.75 10L 25 Maint. & Operations Yard - La Quinta i New Proposed Program (2024) a& 0algra RY+A0 C _. T. V O�Jiv F) F 1: �U - La Quinta Maintenance & OperatiansYard Program 5urnmary 2024 Space PTE Current FTE Future SF�Room Circulation Qty Net Area (5F) Commenr 5ummary Per Department 1311311C WORKS OFFICES DEPUTY DIRECTOR 1 0 250 1.15 1 188 AudiO-Visual needs ADM1N 1 100 1115 1 115 Adjacent tq Lobby & Printer SUPPORT SPACE PRINTER Sd 1.15 1 58 Centralized wlall functional groups GIS/A55ET 1 150 i_15 1 173 TOTAL 3 U 55b 633 fLEEf &FAC4LlTU§ OFFICES FACILITIES FLEET 1 150 1.15 1 173 5LJPERINTENUENT FACILITIES CREWLEAI? 1 101) 1.LS 1 115 Adjacenttodepartmentbay FLEET CWRDINATO R 1 100 1.15 1 115 Adjacent to department bay 5HOPf WAREH4U5E}STONAGE DEPARTIVENT DAY -FACILITIES 0 800 1 1 800 DEPARTMENT BAY -FLEET 800 1 1 800 TOTAL 3 0 1,950 2.003 PARKS, LIGHTING & LANDSCAPE OFFICES PARKS, HQHTIN5 & 1 150 '1.15 1 173 LANDSCAPE SUPERINTENDENT CREW LEAD 1 100 1.15 1 115 Adjacent to department bay 5HDP/ WAREHOU5EfSTORRGE DEPARTMENT MY 1,G00 1 1 1,600 70TAI 2 0 1,85a 1,888 STREETS & STORM WATER OFFICES 57REET5, STOP WATEf; 1 ISO 1.15 1 173 SUPlERIN TENOENT CREW LEAL) 1 lou 1.1-5 1 115 Adjacent to department bay 5HOPf WARFMCIISVSTORAGE [IEPARTMENT 13AY 1,600 1 1 1,600 TOTAL 2 0 1,950 1,8$8 Page 1 of 3 La Quinta - Maintenance & Operations Center Program Validation 2020 and 2024 R Y+ A, a0 Qaea = r�tiharjaAe�ear • AO.2 i see ,obNo. 143 2024.0361 Dace 12/12/2024 Program Sclmmary 2020 Pragfarn Summary 2024 Space FTE SFjRoom Cimulation Qty Net Area (SF) Comment COPIER f PAX AREA 50 1.35 1 67.5 Centralized wl all functional groups FILE & LIBRARY 100 1.5 1 150 SUPPLY STORAGE lu 1.55 1 IDS Centralized wj allfunc-tional groups misc. CREW ROOM SPACE 50 135 1 W.5 GENERALSHOP 20Q 1.5 1 afM V1WAREHOUSEJSTORAGE PAINT STORAGE 15J7 1.6 1 240 TGO L STORAG E 1511 1.6 1 240 TOTAL 7 1,608 STREETS STREET ANALYST 1 144 1.25 1 FOREMkN 1 64 1.35 1 MAINTENANCE II 2 25 1.35 2 MAINTENANCE 1 4 25 1.35 4 SUPPORT SPACE COPIER / FAX AREA S4 1.35 1 FILE & LIBRARY IDD 1.5 1 SUPPLY STORAGE S0 1,35 1 MISC. CREW ROOM SPACE 50 1.35 1 SHOP AIIEA GENERAL SHOP 400 1.5 1 SIGNAGE SHOP 400 1.5 1 11VA;REHOUWSTORAGE PAINT STORAGE 150 1.6 1 TOO LSTOl2AGE 150 11 1 STORAGE 250 1.6 1 TOTAL 8 'r RAPPIc TRAFFIC ANALYST 1 144 1.25 1 TRAFFIC SIGNAL SUPERVISOR 1 64 1.35 1 SIGNAL TECH NICAN 11 1 40 1.25 1 TECHNICIAN 2 40 1.25 2 5UPPORTSPACE COPIER FAX ARLA 50 1,35 1 FILE & LIBRARY 25 1.5 1 SUPPLY S FORAGE 25 1,15 1 MISC. CREW ROOM SPACE 50 1.35 1 TRAFFIC/ELECTRICAL 5Hi7P 4o)O 1.5 1 STORAGE 5017 1.6 1 TOTAL 5 COMMON AR EA5 LOBBY AREA 100 1.5 1 190 Close prox. to crew 86,4 Crewraarn setup 67_SS crewroorn setup 135 Crew room setup 57,5 Centralized w/AllilJnctianal groups 150 108 Centralized wl all lunctional groups 6 7.5 0 600 6i74 0 240 240 4DO Z,942 180 Close prox. to crew 86.4 Crew roorn setup 50 Crew room setup 100 Grew roorn setup 57.§ Centralized wl all functional groups 37,5 3335 Centralized wlall functional groups 67.5 600 130o L023 150 Space FTE FTE Current Future SF/Room Circulation City Net Area (56 COnlmant TRAF Fi C Io P ERATIONS QFJFI CES CREW LEAD 1 1J70 1.1E 1 115 Adj a cent to de partment bay SHOP/ WAREHOVSEISTORAGE ❑EPARTI IVNT BAY 8f1f) 1 1 RO] Temperature control TOTAL 1 900 915 COMMON AREAS LOBBY AREA 100 1.15 1 115 IT SERVER ROOM 50 1.15 1 58 Wf radio rack FUTURE OFFICE 100 1.15 1 115 Far future gravy j hotelIng EMPLCIYEE LOUNCrE/ MULTI- 1,Z50 1.15 1 1,4313 Shall accommadate 45-50 people, PURPOSE ROOM 25 5F x 50 ppJ: crew shared workstations, 25 SF ea. 8.10 total CONFERCNC- ROOM 300 1.15 1 345 8.:0 peop4e, no EOCccnnWIvlty UNISEX ADA PUBLIC 130 i_15 1 127 One shower and one toilet RE5TROOM Wj SHOWER UNISEX R�STROONI W1 100 1.15 2 230 Oise shower and one toilet SHOWER WOMEN'5 RI<5TROOM5 Wj 200 1.15 1 230 4-5 Iockefs, laundry rack plus dlr[1' LOCKERS InIn,tWO toilet Stalls MEN'S LOCKERS ROOM W j 40C 1.15 1 460 20-25 lockers, laundry rack plu5 LOCKERS dirty bin, 4toilet stalls, 34 urinals STORAGE CLOSET 75 1.15 1 85 For PPE W/ shelving STORAGE FOR WATER 25 1.15 1 24 4ocated within the multi-puposed 13crrLES room ELEC. 75 1.15 1 E6 JANITOR CL05ET 50 1,15 1 58 ICE MACHINE 25 1,115 1 29 By corrldor & hays TOTAL 71 2,a60 3,404 Total ProgrAM Net Area Total Program Grote Area 11 0 12,820 14,133 SITS 0UTS11DE PATIO 2x 1.15 1 230 Attached to employee lounge DRYING BED 430 2.25 4 3,870 30'D x 30'W MATERIAL SINS �STREFO CONCRETE 127 2.25 1 286 9'4"Dx 13T"W x6'4"H GREEN WASTE-TREE/MULCH 127 2.25 1 286 9'4"D x 13'a"W x 6'4"H MULCH 127 2.25 1 286 9'4"D x 13T" W x 64"H SAND 7-7 2-25 1 171 'SA"b x a`4"W x 6'4"H SURPLUS 46 2.25 1 104 9'4"b x 5'W x6'4"H LAY -DOWN AREA5 PARKS/LANDSCAPE 700 7.25 1 1,575 30'D x 25'W Pie nting Nursery, provide irrigation STREFT5 300 2.25 1 G75 20'D x 1DC'W TRAFFIC 1,500 2.25 1 3375 20M x 10A'W ST011 I: CCNTAINERS CODE COMPLIANT 270 2.25 1 608 9'00' Sfiiipp1ng container ANIMAL NFRFROt 210 2.25 1 F308 9'1s30' Shipping cantalner Page 2 of 3 La Quinta - Maintenance & Operations Center Program Validation 2020 and 2024 RY+A,aO 40aiAta = r�uaafa,k�enr A03 i 5aa ,ob No. 144 2024.0361 Data 12/12/2024 Program Summary 2020 Pragtam Summary 2024 Spare FTE SFf FInum Circulation Ctty Net Area 15Fj Commert MAIL ROOM 5o 1.25 1 62.5 IT SERVER ROOM 120 1.35 1 162 MULTI-PURPOSEAUNCH ROOM 650 2.25 1 812.5 245F poi* person X 28peopJe- SackUp EOC MULTI-PURPOSEJLU NCH ROOM -STORAGE 100 1.35 1 135 ADA PUBUC RESTROOM 80 1.25 2 200. MEN'S 81) 1.25 3 300 OMEN'S 80 2,25 3 300 Lor-RER ROOM lfl 135 36 486 10 5F per person - 28 pimple plus YQ%; M-3, W-i SHOWER ROOM So 1.75 4 400 M=3, wal LAUNDRY (WASH ISR/DRYERI I2D 1.25 1 150 CLEAN UNIFORM 3D 1.35 1 40.5 SOIL UNIFORM lb 135 1 13.5 CON FERENCE ROOM -12 PEOPLE 325 1.35 1 4�8.75 13' X 25'- Au&D-visual 17eed5 PANTRY 150 1.5 1 225 VENDING ROOM 50 1.5 1 75 OUTDOOR LUNCH AREA/PA-NO 200 1.5 1 300 ICE MACHINE 50 1,35 1 67.5 DRWMNG FOUNTAIN 50 1.35 1 57.5 JANITOR CLOSET SO 1.25 1 52.5 FIRE RISER ROOM 25 1.25 1 31-25 ELECTR I CAL ROOM 200 1.25 1 250 MECHANICALROOM 200 1,25 1 250 UTILITY ROOM 200 1.25 1 250 TOTAL 0 5,230 Total Program Net Area: 14,835 Space FTE fTE Current Future SFfRnnm [irculatton City Net Area (5FI Comment TRASH ENCLOSURE TRASH BINS 30 1.35 2 133 RECYCLE BINS 30 2.25 1 58 MISC CELLTOWER 400 1.25 1 5DO 31ROPAN€ TANK 50 1.25 1 53 EMERGENCY GENERATOR 40C 1.25 1 500 LANDSCPAE AREA 10,00E 1 1 10,00E MECHANICAL EQUIPMENTS 3,00E 1.25 1 3.750 ELECTRICAL ECLUIPMENTS 1,500 1.25 1 1,975 GATES 200 1.25 3 750 PEDESTRIAN WALKWAY S,000 1 1 5,D00 SITE CIRCULATION 39.311 1 1 39.311 ALLOWANCE 10,a00 1 1 10,00E TOTAL 0 74,095 84,025 Item EXTRA SN1AI_L VEHICLE SMALL VEHICLE RIEGULAR VEHICLE MEDWIVI VEHICLE LARGE VEHICLE TOTAL have 3 bF 5 Existing Future 5F 7 0 48 0 9 fl 1 0 1 0 FLEET PARKING Clriulatlan Oty 100 2.�5 20a 2.25 I 2.25 420 2.25 540 2.25 1,550 Net Area (5€� Cnrnment 7 1,575 10' x 10' 49 21,00 10' x 20' 9 6,1375 12' x 25' 1 945 12' x 35' 1 1,215 12' x 45' E6 31,41E T8tal fkrogram Net Area Total Program Gross Area 11 0 12,920 24,133 La Quinta - Maintenance & Operations Center AO Program Validation 202E and 20244 RY+AaO � � See : = r uaaf eear No. 145 2024-0361 Date 12/12/2024 214'-8" OVERALL BUILDING LENGTH CONDITIONED SPACE 5976 SF UNCONDITIONED SPACE 5417 SF 11393 SF AREALEGEND CIRCULATION 1251 SF COMMON AREA 2639 SF OFFICE AREA 1863 SF SUPPORT AREA 223 SF WAREHOUSE AREA 5417 SF 11393 SF = Net Area Level 1 12380 SF = Gross Area Level 1 0' 4' 8' 16' 32' Scale: 1116" = 1'-0" La Quinta - Maintenance & Operations Center 's Al1 Proposed Conceptual Building Plan RY+AaO +� � 5c 1 146 A, m4i<11,d ��+#y,.Ug �r �. Job No. 2024-0361 Date 12/12/2024 1 ALTERNATE LAYOUT 1 Alternate Restroom L Scale: 1/8" = 1'-0" outs ALTERNATE LAYOUT 2 0' 2' 4' 6' 8' Scale: 1/8" = 1'-0" 16' La Quinta - Maintenance & Operations Center 's A1.1a Proposed Restroom layouts RY+A0 � See 147 ��+#y Ug �r �. Job No. 2024-0361 Dale 12/12/2024 La Quinta - Maintenance & Operations Center a Al Axonometric View Southeast � � !�' l 1 . s eie : = r uaaf eear No. RY 148 2024-0361 Dale 12/12/2024 - - - - - - - - - --- La Quinta - Maintenance & Operations Center Axonometric View Northwest m j1 I f. -t, -s 0-97,0000 aAm ie +0 SaA1.3 e r�ua+ja�;r�eRr � : ,ab Na 149 2024-0361 Date 12/12/2024 PARKING SCHEDULE LOCATION Description Mark Count IN THE YARD 8'-1/2" X 18'-0" S 2 IN THE YARD 8'-1/2" X 20'-0" S 2 IN THE YARD 10'-0" X 18'-0" S 20 IN THE YARD 10'-0" X 20'-0" S 16 IN THE YARD 12'-0" X 20'-0" S 10 IN THE YARD 12'-0" X 25'-0" R 4 IN THE YARD 12'-0" X 30'-0" R 6 IN THE YARD 12'-0" X 45'-0" L 2 SHARED 9'-0" X 18'-0" S 46 SHARED ACCESSIBLE 9'-0" X 18'-0" S 2 STREET 9'-0" X20'-0" S 11 STREET ACCESSIBLE 9'-0" X 20'-0" S 1 Grand total: 122 KEYNOTES ONEW PUBLIC & EMPLOYEE SHARED PARKING, TOTAL 14 STALLS 2O NEW MASONRY SITE ENCLOSURE WALL WITH GATE ACCESS ONEW LAYDOWN AREA 4O RELOCATE MATERIAL BINS TO NEW LOCATION 5 RELOCATE STORAGE CONTAINERS FOR CODE COMPLIANT & ANIMAL CONTROL DIVISIONS ONEW PUBLIC PARKING SPACES, TOTAL 10 STALLS ONEW PLANT NURSERY AREA, PROVIDE IRRIGATION 8A NEW PEDESTRIAN GATE THRU NEW ENCLOSURE WALL 8B NEW VEHICULAR GATE AND ENCLOSURE FENCING 8C RELOCATED EXISTING GATE AND ENCLOSURE FENCING 9 NEW PEDESTRIAN ROUTE FROM PARKING TO M&O CENTER 10 NEW 2 1/2" WATER SOURCE FILLING STATION FOR WATER TRUCK 11 NEW PUBLIC ACCESS SAND BIN 12 NEW MAINTENANCE & OPERATIONS ACCESS DRIVE 13 FLEET STRIPED PARKING SPACE, TYPICAL 14 NEW ADA / CBC ACCESSIBLE PARKING SPACE 15 FUTURE LEVEL 2 EV CHARGING STALL 16 FUTURE LEVEL 3 EV CHARGING STALL - FLEET 17 NEW PUBLIC PARKING SPACES, TOTAL 2 STALLS 18 NEW HOSE BIBB 19 FUTURE WASH BAY LOCATION 20 NEW EYE WASH STATION (E) EYE WASH STATION ON SITE TO REMAIN I110I91 CONCRETE PAVING DECO PAVERS DIRT LANDSCAPE SIDEWALK CONCRETE N 0' 30' 60' 120' 180' Tsiiiiiiii SCALE: 1" = 60' La Quinta - Maintenance & Operations Center + AS190 Proposed Overall Site Masterplan RY� � � a le A, m4i<aled 150 2024-0361 Date 12/12/2024 0' 15' 30' 60' 90, Tsiiiiiii SCALE: 1" = 30' La Quinta - Maintenance & Operations Center . AS191 Proposed Enlarged Site Plan -South RY+A0 +� 5 a 151 Date 12/12/2024 0 c> 0 N4Y 03' 7E 14.89' N89' 56'33" W 39.55' 13 r----------- ©-----� o , i r o 1 , � o � 1 o i L 1 � o o i i 1 i i 1 1 L----------- ------J 0, 01 - D�4 0 ❑ 253.50' o DER mDQo cozo o N OO o -5" 18'-01, 26'-0" 16-1" 26'-0" , i N ED # O 0 O i `f 1 i r 1 13' I fl 4 1 i 7:7- F-7 F��T-,-" �irinh �r - 0----�-�-- i LEGEND CONCRETE PAVING DECO PAVERS DIRT LANDSCAPE SIDEWALK CONCRETE 0' 15' 30' 60' 90, Tsiiiiiii SCALE: 1" = 30' La Quinta - Maintenance & Operations Center ? AS1*2 Proposed Enlarged Site Plan -North RY+A0 + 5c 1 i"df<ated Job % 152 2024-0361 Dale 12/12/2024 APPENDIX 1 La Quinta - Maintenance & Operations Center Appendix 1 -City of La Quinta Program Sketch Apl.0 + .10 Scale Dale 12/12/2024 Traffic Operations BayFleet Bay 38'X21.5 Facilities Da 38'X21.5 Y 38'X21.5' 817sgft I 817sgft 8175gft Parks L&L Bay 38'X43' 1,b435gft Street & Stormwate r Bay 38'X43' 1,643sgft Streets & GIs/Asset Fleet Cord Facilities Fleet & Facilities Parks L&L Parks L&L Streets & Stormwater Deputy Director Analyst 12'X' 12'X11' Crew Lead Superintendent Crew Lead Suerintendent R Stormwater Crew Lead Superintendent 12'X21.5' 258sgft 1C.5 1325gft 121X11' 12 X16.5 198sgft 12'X11' 12'X16.5' iTx11 12 X1.6.5 198sgft 132sq.ft 132sci t 198sgit 132sgfr 113 sgft 215' long+- 58' wide+- 12,470sgft+- 10-1.2 Wprk stations Ice machine, water station, & water storage - Bench 6-7 i Bathroom Sink 9-11 Lockers women 4-5 men 2C-25 Urinals 3.4 Laundrey rack plus dirty bins Entry/Exit Door Locatlon BR f 5flowmr All Gender bathroorn,shower, toilet, sink, & berich MroR>01 LQ(kur s'xar. s' MsgFL W k an's Locher Room 517sq t GRt Sha— W L 28sgE! nU 5 3H-14.r�i I1']{' U2T f32,gfL nA r `yhu'rra' d'K11' MgEY Employee Lounge/Multipurpose 1254sgft +- Sto Janitorial ,adrmo)j IT5'nj' Future PrintRr LQ y 12IX21,5' 66s Ft q Office Conference Room 2585gft 12'X11' 12kX33' 396sgft ELEC VX11' 132sgft 56sgft La Quinta - Maintenance & Operations Center e Appendix 1 - City of La Quinta Program Sketch Apl.1 RY+A,.O 5 e e : = r uaaf elellr No. 154 2024-0361 Date 12/12/2024 APPENDIX 2 La Quinta - Maintenance & Operations Center Appendix 2 -Fleet &Equipment List Ap2.0 RY +A0 Scale ,ob No 155 2024-0361 Dale 12/12/2024 F Mow MaA44 Year DocrtImm MIN bwftrk fta Sr,e VAL$;xo Cwni rents CENTURY TRAILER 200fi MOBILE STAGE 1I(C5242ACFi30a2P.99 COMM SERV WA 24114' R f tOWI k15M240G7 (W91 GAS IiPRLAIN BACKHOE 20M 4AO CAT0DWLI.lZX0D344 PUB WORKS DIESEL 25 a'x7 S 41 JOHN12EEPeE akcKtHoe `2012 3111NL 1M310HLLJrM51.10 FJESWO]RK5 DIE5EL ;afflv1.41 R k,l sbr11,W w th~ i pia CrTerrTudel? {ye9j - aw-0161 PORD F490 2D22 DUMP BED 1FvUF4HN2NECa6n4 STCFMWATER L%NLEAMO 212)>V R FORD F650 2018 DIJMPTRUCK 1F[]NFKE:?JDF0C6Q1 PIIBWORKS DIESEL 23.5'Xii R CAJrRIERFELL INO TRAILER 202U FTt'10.2 SPT0F3621M10009$j NJD"RIP* N+'A 1$'%8.51 R J014NDEERE GATOR 2019 TLFRFGATOf# 1M=FtFJTHM120194 PUBWopxB uNtEAj'.9D 14,9ol R. GATERPILLAR SKIpSTEERE �'0i$ 2320f"EELEID CAT0MDVOPR1D114T PUB WORKS DIESEL 14.67r45 R CATERPILLAR SKID STEERE 2024 2magRACKED CA702850K.JX&19389 PUB WORKS 10115SEL 12.1506.6 R CATERPILLAR SKIDETEERE "2A 2BOD317R4GKED CATV].SODC X9932'89 PUB WORKS DIESEL 12 t),66 R T0403 DODGE RAM BOOM 2D77 BOOM13UCKET 3G7WRMBL3HG@W728 7RVFIC DIESEL 2275,V R ST-004 GHEVROLEf SILVERADO 2017 4X4 1GB0KUEG7HZ179937 1 THEETS UNLEADED 17X6.T S ST-0D5 CHEVROLET SILVERADO nT7 ARROW aX4 IG90N4 IEGOHZ178094 55NI=ETS AtEADED 1916.V S. 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S WAN CO ARROW eWD E19 5F04gi018Ki00I= PUS WORKS WA 9; WANC* 0�R Ow BOARD 2024 PtrS 0FW$ WA S CARRIER FELLING TRAILER ZG25 FT-104 5FTDF7MR1017857 F'U$ WORKS P&A 2=18.5 S BrG TE?4 UTILrTY TRAILr:R 2(1I9 EMERGEFBI~Y 1gVPXT$229CE45647$ TUB WORKS WA S BIC.TIA UTI L ITY TRAILER 244 PARKS 1#vNA1623L207t?M PU9WoHKS WA S BIG tEX DUMP TRAILER 2019 2AAZDUMP 11IVDX1025K51 470 13UBWORKS NIA S BIG TEX DUMP TRAILER 2018 1AKL€DUMP 1BVUX101w5D1fi409 PUBV40RKS WA 5 BIC3TEX UTILITY TRAILER 211M CCNGRE-F 1F7V1U1313R2324293 PUBWORKS WA S UTILITY TRAILER 11J89 UTUTY PUB WORKS P&A S CAFIRYON UTILITYTRAK-ER ZD21 2{dr9 LMLITY FlJEI TRAILER 4VM8Lks010MetiI0IW1 _FACILITIES WA S 3 JV -W� TRAILER 1}gRU12279L319333 SAFETY SERV NVA CARRYON TRAILER 200IC-ER-T. 4Yk71CtT6282N6064G8 SAFETY 9ERV WA S CARRYON TRAILER 2011 POLIGaENCLOSEB 4RACS1426OK042916 SAFE PFsERV IwA S VERMIEER TRAILER #100 4YG00 CHIPPER 1Vw11ZY1J100212-5 PUB WORKS P&A S VERMEER CHIPPER 2017 *300 CHIPPER IVR712161H1002274 PUB WORKS UNLEADED S CARRYON TRAILER 7017 PRESSURE WASH 4VMIEUMIEJN005724 PUB WORKS UNtEADE0 WYA' 7{.t^ CARRYON TRAILER ZM PRESSURE WASH 1F9FTDQ19LK451251 PUB WORKS UNLEADED 4WXB' XS 'X61TSE-MES Q%FIRY01J TRAILER 2019 PRESSURE WASH 1F9FT0715JKAS'.711 FACILPT ES UHtEADE1) 4'f(6' XS VACTROH TRR14E�R NI'a VACUUM POT PW5V0QRK5 DII;5El 193'%Tr' S VRc11Um EA�'t. rvftlSlr � (Y-) i - LOCK; TRAILER 2029 FMM-MED 43DLTFA21MF0VA56 COMM SERV WA' Im S EleneaL E CwW TraiM1 INGERBDL RAND MOBILE COMPRES90R 2908 APH COMPRESBGR AFVCAEAADGd37t144 PUB WORKS DIESEL 1(5 muTIQUIP TRALER. taw TRikWPVir1P 4CsWM9150VS1, 52 FLIS WORKS DIESEL. 8.M.3' XS CArE RPILLAS ASPHALT ROLLEti 2021 GB2 5GC CAT0G925T54000123 PUB Wows DIESEL ti_5x 3:' XS OENJE SC1950i8 LIFT 2017 GE1.2W CkgA -14dw Pun WORKS huA 8'1a8' 7(9 CLU9 CAR GOLF CART 2aM TEMPO RLECTRIC 3TZW-%OM POOL ELECMC XS YAM"A GOLF DART 21316 L4POL1i;E .IWl1-Sj TBifi SAFETYSERY EUWTFBC 9-9'K 4' AS wa fa k� -- SIjnLER ftfuii.R 12018 1 8T mp tL1rMR limpriol"rMf-T IFUR WORKS N1k 1J.7x3.01Y$ Vemrere amp Guitar ore Bu&r Trader La Quinta - Maintenance & Operations Center Appendix 2 - Fleet & Equipment List RY +.O _Ap291 Scale � + Ii1.41 J} rAf idjyj L'Ri �. � Job No. 2024-0361 Dale 12/12/2024 APPENDIX 3 La Quinta - Maintenance & Operations Center Appendix 3 -Civil Survey Ap3.0 RY+AaO Scale 57 2024-0361 Date 12/12/2024 52.19 X PICKLEBALL COURTS X 55. 5 TENNIS C( 51 .8FIRE STATION G❑0i ``O Oi (50.54)FS -(50.63)FS51.95 FSya� MQ35 .6 2 X(Sli<31)FS � -L50.3 )F (4 89-*ECLF3ECPB---------------------- ---- - ----- -----------------___ 1.73)TCEP .74)TC ECCB(2) ON WALLL CUR NLY SSCO (52.41)FS 51• 1.70 TC 1.51)TC 51.52 51.34 TC 3(50.53)TCO 51. 1.29)FS 51.67 1.06 FS 0.87)FS GRAVEL 0 CPB(3) 5118 (51.01)F SSCO (51.70)TG ❑ L (90.58)TCO� n - ssss-ssTLRI TLPB(51.71) C (OVERHEAD ANOPY) (51.23)T3 ss0. F (5L23 TC (50.88)TC(52.40)FS A A�ClL 50.7�50.40 FIL00 1 (52Ljr).42)y� ss(51.25)TC 31199 TC a 52.30 TC 51.71 TC (51.07)FS (50.81)FS 'S 51.26 TC MM - M - M M (51.75)FS (51.26)FS ss - ss - ss I 50.73 FS 1.51 FL J CONC. (51.01 STCO CO (5 CO 3 '(50.68)FS� GRAVEL CONC. W (52.30)FS I (51.21)FS• (51.10)FS 2 (51 00)FS (50.77)FS• ; MM -MMM MMMMMM WV(4) NLi 52.27 TC BUILDING V5. 51. 5 TC 51. 0)TC 51.25 TC p (51$4 FS (50. 6)FS (50.82)F I I S COURTS O 51.80)FL (PORTABLE) (50.85)FS 1 N89°56'33"W (60, PLANTER AREA (GRAVEL) ECCB 77. 53.94)FS GAS FILLER FOOTING _ (52.94 FSFS O 5� O O U O 53.40)FS Y O (52.90 FS (52.81)FS z j6 (52.82)FS� Z � � �051.39)Fs L�4O S w FILLER FOOTING - (52.94)FS (52.98)FS 15)FS CONC. (52.96)FS (52.98)FS 21)FS w N (53.33)FS M p BLOCK WALLS 0 o - - jo - - - Z O X - - - - Q - - - - - - (53.56)FS CONC. O '(53. - - (53.78)FS I 1 1 1 i B CK WALLS / (54.17)FS (54.02)FS O Z PAVEMENT p Q a(52.36)EP EC (52.61)TC WV _ 6 .77 TW 52.13 FL 52.64 TC z CONC. 51.74 TC (52.19)FL w (51.30)FS M, ® (52.26)FS � 0. (52.32 TC 51.79)FS 2z 0 CONC. DRAIN CHANNEL (52.77)FS S I S 11N 52.29)TC (51.78 FS 52.81 TC �5,721 TC H (51.22)FS z U o W 51.94 TC (51.46)FS I N(5 1.60 TC - 51.41 C 51.41 TC 51.31 TC I I cis 1.10)FS I (50.94) S (50.94 FS (50.85)FS (50.82)FS a ( 0.76)FS IF DECO I I PAVERS I ` (51.07) S �( 0.85 F 9 v (51.72)TC (50.89)FS 3 51.19 FS 1.13 TC �`- CONC. 3 51.78 TC I (50.9 )F i\ 51.38)FS (5115)FS �ONC* 1.I)TC I y 52.33)FL (52.85)E 51.93LTC/51.79 TC • 51.27 F (0.76)FL ` MAN GATE (51.74)TC 0°CF I (51.41)FS (51.51 TC ' (51.34)FS � 51.05)FS 3 I (51.91)E (51.77)TC 0"CF _ (51. 7 TC j �---� 51. (52.77)FS (52.48)F (52.23)FS CO (51.49)FS _Q1 (51.02) S KEYP D I I cot' J (51.53TC0� - - - - - 51.32)TCO i PEDE�T I I C)PAVEMENT �a SSCO(52.23)EP 52.17 T�(51.46)FS (51.28)FS (51.40 FS I , 51.82)FS (51.6 S I (51.76)TC 51.83)TC z 51. 6 T (52.31)FS (52.10)FS CONC. 51.27 FS (51.1 TC g PAVEMENT Asir 0 51.43 FS (51. )FS ; y SSCO (52.18) C (51.74)TC i",ECPB 51.15) 1`1150 (52.17)TC0 ( a U G \_lam (52.74)FS (51.79)TC MO R DIRT sam Tc (OVERHEA CANOPY) PB GATE I I CURB ONLY 51.73 F9 (51.32 FS MOTOR (52.46)FS 52.30 C 52.19 TC 52.03)TC GATE ATE (52.85)EP (52.29)FS TLPB (51.78) (51.71)FS 51.53 FS (-' '`� \'�� ; I I 3 ECPB CURB NLY 51.65 TC E.ao 13 - i (51.17)FS 52.54 EP IRON FENCE \' KEYPAD(51. 4 C ( ) PEDE TAL PAVEMENT I (51. 4) s 1 52.58 TC 2 42 TC CURB ONLY 2.23)TC 2.02)TC (52.79)FS (52.42)FS (52.29)FS (52.08)TC FS 1.95)FS ( 1.76 FS 51.51 FS ECLP ; (51. $) 1 ECPB (52.51) ECCB. (51.60)FS FIL ECPB (52.2) (OVERHEAD CANOPY 51.97)Tc I SD o ( .91)EP Q 51.53 FS 3 (51.25)TCO ECPB�52.34) (52.61)TC ECLP rii A1LlLA1LllA1L!!LClL!! iPClL�'lL@!lrii !l�CCdf ECLP (52.73)FS (52.55)FS r - - 52.06 ( .94)FS (51.84 FS 1 51.36)FS 3 CONC. (52-3W - - - - P-23)ES - (52.14)F� -CURS 51.47 FS 52.50)TC 52.53 TC I (52.04)FS 52.06 FS GOI�C. �431 1 Y M M + M M� M M M M M M M M M M M M M M M M -QM M M M M M M M� I 1 U 2 CONC. 51.66)T 1 z (52.17)FS (51.84)FS (51.52)FS 3 51.20 FIL I S[ 1 I I � - -GONG G 3 G G CONC. 52.95 C 52.95)TC (52.26)FS AP N (52.03)FS (51.79)FS (51.5 )F (52.44 S 52.50 FS a I 1 (52.96)TC 770-184-013 51.76)F 11_ (52.95)TC IV 52.50 FS ( I "" (52.78)FS (52.65)FS a (52.48 FS C ,�A A2.01 FS A11A7l�A�7lA A.97lA71A7l�A 7lAA7J7l 3 ® 2 I I A A.�7lAA^AA�'11A7l.1� 7171. I i� M WTVT 3 M WM I (52.10)FS ECPB (54.05)TC I .(52.52 (52.39)FS .(52.23)FS (52.04)FS ' ;(52.60 FS 1 (52.31) A (51� 1.85 TC ECPB (OVERH D ANOPY) ; 51.36)FL F1 �.(52.41)1`S I� ii77 M 1 (5 )FS (52.32)FS (52.10)FS 2.00)FS (51.90)FS (52.01)FS (51.72)F I I ; WV(2) 53 02)TC •(51.74)FS (52 54)FS I I 1 (52.70)TC FS FDC WV (52.44 FS (52.14)F 91 ; CONC. 11 (52.81)FS 53.10)TC (52.72)FS 2.09 TC I I 1 53.16) C 1 ; 1.54 FL (52.69) S I (52.00)FS I L \ 3 Y ;�I CONC. I I (52.66)FS (52.37)FS (52.23)FS (51.80)IIS SDCO SDCO SDCO (51.95)F (51.78)TC I i (52.75)TCO CONC. (52.21)TCO CONC. 1 O (52.21)FS M _7505 TC M 1 ? I (55.51)TW (55.42)TW (51.61 FIL (52.37)FS�---------------------- 1(52.11)FS 25.00 52.88 LID ) • I ; 1(55.26 TW -----55.28)TW 0 i (52.06)FS (51.92)FS (51.82)FS (52.75 FS 52.87 RIMD STORM DRAIN I I 52.94 RIM ACCESS �mrn A O i 77 184-00 b I�,�,® �nrA A.�AAAA7J� A r i ECPB I U') I , (OVERHEAD CANOPY) (OV HEAD CA PY) COMMUNICATIONS r� I (52.59 TC 3 52.06 FS 52.48)TC 52.38 TC a '(52.98)FS I i N l TOWER N 3 (53.26)TC 53.12 TC 53.01)TC I (52.78 TC 52.63 TC ( (52.39 TC 52.25 TC 52.72)FS 52.57 FS )V 52.03 FS 51.89)FS INTERLOCKING 81 F N (52.53)FS ; ' 54.73)TW 52.28)FS 52.14 FS PB 51.92 FS ( ) CURnnNN'' yy / '( 5 55.58)TW CURB LY BLOCK WALL i+y dC/L�' XX�dG/L!l1L.Q!!!ll�7lA !/1C!! (55.82)TW TLCB 2 PR -- O ® ❑ECPB rsasirs ECCB2) O (54.68)TW 54.49 BLOCK WALL 0-(54.51)TW 54.39 HO EC ,EC B/ O NPB C 2 HO HO HO - L- p N CONC. I ECLP T B I --`i\ ,_/-`r\_ I t EC (53.6 S ON P ,1 1 '�\ PROPA I O I TANK 0 CONC. I DIRT �i CONC P (53.22)FS 1 (54.97SSCO CO� - ss - ss I ss - ss �s ss - ss - ss - ss ss ss ��"'ss _ ss ss ss - ss 1 PAVEMENT SSCO 4 4 J SHED /41 / i (54.57)TCO� (54.40)TCW �O -------------------- - ----------- (53.23)TCOSDCO I 1 (54.89)FS• 5y GATE-------------------------� - cn- , FEN 1 (54.18)FS � (54.65)FS I DOOR I I DOOR DI.R3W4,�l • y' I i FF 55.28 i CONC. i FF 54.58 FF 1 / O (55.01)TW li i ----- ------------I (53.51)FS J 3 U O m Z Y 0 M." z KEYPAD PEDESTAL /4 Z I � / (54.65)FS (55.00)FS �(555.02)FS CONC. •n SINGLE STORY ■ SINGLE STORY BUILDING BUILDING CONC. 55. 1 (54 f )FS FF 53.31 FF 53.30 DOOR DOOR (54.87)FS ECLP X I I 1 54.33FS -------------------------� ❑ ' CONC. O o BLOCK WALLS p A - m --- co C MAN GATE FENCE P.A. o _ ROLLING GATE m 1 (62.80 TW ( .81 TW A (54.46)FS CONC. KEYPAD 5 i 1 ' 5 (54.95)FS FENCE PEDESTAL SIDEWALK DRIVEWAY N89'54'20"E 55.42 (55.11)EP 55.28 C 5 9 TC C RB AND CUTTER 54.23 TC (4.29 TC ` (� (55.72)TC WV(2) (54 )EP 4.51 FL (54.47)FL 5 `� (55.23 EP 55.75 TC (55.38)EP PAVEMENT TB FRA N CES HACK 55.9 dd - - (55.59)FS - - (55.30)FS - - - N89°54'20"E - 821.58' - (54.66)FS 55.88 TC (55.68)TC 55.49 TC (55.07)TC 54.f (55.42 FL (55.23)FL (55.03)FL CURB AND GUTTER 54.62 FL (54.1 I' I I I' I AI I I 4 II I 1 II I I II I I DRIVEWAY I CONC 80)TW 36)FS DRIVEWAY CURB ONLY SINGLE STORY BUILDING SINGLE STORY BUILDING (54.47)FS l53•��)r� j I I j I Z W I 1 I I O~ ------------ 14 I (54.67)TN! ---- -- -I °(53.16)FS CONC. 4.54 TW 54.61 FS CONC. CONC. - - (54.51 TW 54.51)FS (53.69)FS (54.36)FS' P.A. CONC. o Y DRIVEWAY m O P.A. U m CONC. Q CONC. DRIVEWAY m DRIVEWAY 313.39' LANE (54_20)FS PAVEMENT 53.81)FS TW I I II I I Vc 1 I I I I Z I I I OU (54.12 TC 52.59)FL 17)INV E vU LUL1U I , ege a Ground J \x . - 5353)TC Gro V Z a 52. X 5.3. X w w a LU cc Q 54. O D W Q Di'I�I 55. X X 58.9 vw Obscured I (53.04FL ed V \ x 58.6-- - ---- - ----- -- ----- - ---- -i' 56. x ° EASEMENT NOTES: LEGEND: NOTES: Al EASEMENT TO GENERAL TELEPHONE COMPANY OF CALIFORNIA RECORDED MAY 29, 1979 AS CONC. CONCRETE P.A. PLANTER AREA 0 CANOPY FOOTING INSTRUMENT No. 109288 O.R. ECCB ELECTRICAL CABINET SLPB STREET LIGHTING PULL BOX 1. FIELD SURVEY FOR THIS MAP WAS DONE BETWEEN SEPTEMBER 17 AND ECLT LIGHT POLE SSCO SANITARY SEWER CLEANOUT 0 PAVERS SEPTEMBER 27, 2024. A2. EASEMENT TO COACHELLA VALLEY WATER DISTRICT RECORDED DECEMBER 15, 2009 AS ECPB ELECTRICAL PULL BOX SSMH SANITARY SEWER MANHOLE INSTRUMENT No. 2009-0644270 D.R. ECTR ELECTRICAL TRANSFORMER TC TOP OF CURB 0 CONCRETE SURFACE 2. AERIAL PHOTOGRAPHY WAS TAKEN SEPTEMBER 22, 2024. ECVT ELECTRICAL VAULT TLMH TELEPHONE MANHOLE A3. EASEMENT TO VERIZON CALIFORNIA INC., A CALIFORNIA CORPORATION, RECORDED DECEMBER 9, FG FINISH GRADE TLVT TELEPHONE VAULT CONCRETE BLOCK WALL J. PROPERTY LINES SHOWN ARE RECORD PER PARCEL MAP No. 36329, P.M.B. 2010 AS INSTRUMENT No. 2010-0590632 AND 2010-0590633 O.R. FH FIRE HYDRANT TW TOP OF WALL 233199-102 FOR PARCEL 4 AND THE "NOT A PART" PARCEL. o- TUBULAR METAL FENCE 8' HIGH A4 NON-EXCLUSIVE EASEMENT RESERVED FOR ACCESS RECORDED MARCH 30, 2010 AS FL FLOWLINE WTBO WATER BLOW OFF 4. EASEMENTS SHOWN ARE BASED ON PRELIMINARY TITLE REPORT No. DOCUMENT No. 2010-0144189 O.R. 0 10' 20' 40' FS FINISH SURFACE WM WATER METER CHAINLINK FENCE 6' HIGH 2414855 DATED AUGUST 15, 2024. GV GAS VALVE WV WATER VALVE A RESTRICTED VEHICULAR ACCESS PER PARCEL MAP No. 36329, P.M.B. 233199-102. SCALE 1" = 20' IRBX IRRIGATION VALVE BOX 5. UNDERGROUND UTILITY LINES SHOWN ARE FROM RECORD DRAWINGS ONLY. BASIS OF BEARINGS: PREPARED BY ME OR UNDER MY IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET NUMBER TAKEN ALONG THE MONUMENTED CENTERLINE OF AVENIDA BERMUDAS PER PARCEL DIRECT SUPERVISION: D V A N D S 1 MAP No. 36329, P.M.B. 233199-102, FROM THE CENTERLINE OF FRANCES HACK �t, (/ LANE TO CENTERLINE OF AVENUE 52, AND BEING THE WEST LINE OF THE c��S S FAIyp�TOPOGRAPHIC SURVEY RESULTS SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 OF 1 SHEETS SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, AND BEING: _, No. 8207 Z NORTH 00.04' 12" EAST CITY OF LA QUINTA MAINTENANCE YARD SCALE BENCHMARK: (TBM) * * 1" = 20' FOUND MAGNAIL AT MBI AERIAL PANEL, FLUSH IN PAVEMENT, 2.6' NORTH s� �Q OF CERLINEI E OF FRANCES HACK CENTERLINE INTERSECTILANON WIHAPPROXIMATELY BERM2' EAST OF q�F OF CA1 �FO�� PORTIONS OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN CENTS. JAYS. FAHRION DATE 42-829 COOK STREET, SUITE 104 PALM DESERT, CA 92211 JOB NUMBER ELEVATION: 54.90 (NAVD88) P.L.S. 8207 760.341.3101 TEL 760.341.5999 FAX WWW.NV5.COM PREPARED FOR: DU DEK DATE OF SURVEY: OCT. 2024 2760224-0003415.00 1519 APPENDIX 4 La Quinta - Maintenance & Operations Center Appendix 4 -Underground Utility Study Ap4.0 RY+AaO :S11 D- 12/12/2024 �IE � 'CONSTRUCTION CATS WITH fin` OFF FT FROM CURB RETENTION I I j\ DRY UTILITY EXPERTS 125 N OLIVE ST. ORANGE, CA 92866 DUEXPERTS.COM U) < '^ vJ Q U E m O C6 J 0 vi Q � m (D � Q Ca 06 J c U � U (� LL L H �&j v ) w 6i of G r) < r) ', z Q W U w 0 or— U Lu 0 rvoo m = X w cl- a_ PREPARED FOR: REVISIONS: JOB NUMBER: DIQA�LW DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N.T.S.: NOT TO SCALE NOT FOR CONSTRUCTION FOR REFERENCE ONL 160 CALLE CADIZ CALLE HIDALGO CALLE BAR CELpNA 5� Q PJ�w CALLE AMIGOLU m j � pa' z z > < Q -Q G Z W 0 W Q � D 'a �Q W ♦ + +ll 12039 910879-40' �� Legend Pole 1166422 1109307 m wood ■ SL Standard 1. m Light 1109306 UN M I Street Light/Security Light Fuse d � CALL E AMIG �tcj N Overhead Fuse — 913129-50' p �Q` 915"0 ��o. �� Miscellaneous Feature 7°�� Riser 913130-55' so C. Switch Cabinet F��O N n moo• AFT Q °�O '� • 1244480-35' ^yh QQ� - 9 AVENUE 52 �69° Transformer Bank Qo ♦ �, , m Underground Transformer, Three Phase AVENUE 52 Underground Transformer, One Phase Overhead Transformer, Three Phase METERED-30' . Overhead Transformer, One Phase ` 913132-55' / 10 Underground Structure - Secondary Pullbox, Carson Box —93801-55' 8�--� I I` \ Primary Pullbox, Small CD c ; I I I - Pedestal h " a •� Primary OH Conductor o. G z ♦.. I Primary UG Conductor r� W � f Q o loos + Secondary OH Conductor rn - 'o, U N-6860 as *44, �y5 ♦ a 1200569-35' Secondary UG Conductor M / 1� pWp M 9 N / 404426-40' o , Down Guy 93803-55' ♦ z f b 1200519 o ; . 9Lu °0' i ' PRANCES HACK LN o 1085334-40' yh yh� —y5 rn Ao. �� )A( Span Guy So CALLE DURANGO _ _ - 1207624-35' J • ' . t ` • 1034410 9 2284- 5' Q 903738-45' / 913135-35' , i , o,' • . , , Imperial lrriga on District GIS Feet �ry ` Energy Department ` t561 W. Main street, 131dg. tt.g Administration 0 45 90 180 270 360 ` "'""' ""' El Cent,, CA 92243 Unit WSL AND MAP REQUEST 78136 Frances Hack Ln La Quinta CA 92253 Eta Si notan77is is not an official map. Imperial Inigafion Distract does not guarantee the accuracy of in this map. Any errors a omissions shall nott elidered the responsibility of the Plotte VtTERRAZAPate: 9/16/2024 penal lmgation District CURRENT COORDINATE SYSTEM: NAD 1983 StatePlane California VI PIPS O406 Feet APPENDIX 5 La Quinta - Maintenance & Operations Center Appendix 5 -Civil Basis -of -Design Ap5.0 RY+AaO162 Scale Date 12/12/2024 'ITE G 7D3 11A Q2a58 340 QiiA November 14, 2024 Jianshan Liang RY+AO 731 South Highway i01 Solana beach, CA 92075 Sulipecr: ROD far Grading and Drainage Fla at La Ofjinta Mainroeiance and Optwriritinns Yard Dear Ms. Liang, Below Is the basis of design (80D) tar proposed improvements at the La Quinta Maintenar-ce a+)d Operations Yard, GradIng: The existing strop and storage building finished fiver is 53.30The existing maintenance bulyding finished floor is 55.30, The proposed maintenance building wife span over the existing structures (after they are demolished)_ A finished floor elevation will be designed to minimize any import/export and match existing grades as much as possible. A step within the building may be considered to accommodate the two foot change in elevation In the west/east direction. Drainage., The existing drainage pattern sheet flaws overland, as well as by underground storm drainpipes, frarn south to north towards an existing catch basin to the east. Stormwater is then routed to the north Intio an existing retention basin. An overflow storm drainpipe is routed W the west tD an existing, retention basin. Emergency overflow is allowed to flow to the north to 52nd Avenue. Proposed improvements are anticipated to match the existing drainage pattern closely. Utility fntrastructure. There are existing sewer and wvater lirtes that service the exisVrig sttop/smorage building and the existing maintenari� building. The samepoints of connection can be used for the proposed maintenance building located in the same area as the existing buildings to be demolished. There does not appear to be any conflict with [he existing sewer and water wet utilities with the proposed maintenance bullding. Dry titiftles will he re-routed as needed. i ncCrely, Annando Magana, PE, LS Senior Frtginc, ,r La Quinta - Maintenance & Operations Center 's • Ap5.1 Appendix 5 - Civil Basis -of -Design aO ! 5 e RY+A % 163 2024-0361 Dale 12/12/2024 APPENDIX 6 La Quinta - Maintenance & Operations Center Appendix 6 -Structural Basis -of -Design Ap6.0 RY+AaO164 Scale Dale 12/12/2024 Basis of Design I SEISMIC DESIGN Seismic design will be undertaken in occordance with the 2022 Californio building Code (CBC) with local AHJ amandments. These criteria are outlined in Table 1. i aLiI-e 3 - 5a I.nFuLc Der. iaiG Paramei,ers Paramete' Value ic �mport4nCB Fcctpr 78hort �_ periodacceleration paronneter, SDS 1.0 g 1-second period acceleration parameter. SDI 0.6 g Seismic Risk Categorg II Site Class D Seismic Design Categorg D Seismic Response Modification Fector, R 5. Special Reinforced MosonN Shoc rwaIIa ' To 13e confirmed big the finirl geatechnical "in ear reparl. The site is not located in a zone identified by the Colifomia Geciogical Survey (COS) for site rupture. and CGS has not mopped the site for liquefaction or landslide. Site hazards will be oddressed in the pending geotechnicol report and have not been accounted for in this initial basis of design. 2 FOUNDATIONS A geotechnicoI report is net get awoiIcble for the project: however, it is onticipoted that the building can feasibly be supported on shallow spread and strip foundations. This will be confirmed by -the geotechnical engineer with their final report. Allowable hearing capacity to support the shallow foundations currently essurne 3,000 PSF- 3 WIND DESIGN Wind design loads will be detnrrriined in accordance with the 2022 CRC. Site rind building specific wind loads will be determined using ASCF 7-16 as referenced by the 2022 CRC. The basic wind speed forthis site is: V = 97 mph Probst 241M.00 P La Quints Mainteinance & Operations Yard To: Jionsh❑r Liang Project: Compony: RY+AO Revision: From: James Rosewitz, Chris Putman Date: October 30, 2024, rev 1. December 11. 2024 Subject: Structural Basis of Design 6 hiarrative boulder Los Angeles Portland San franeisco seottle halmas.us 24193.2EJ This Structural Basis of Design (RoD] is pfepvred for RY+AO and the CRt j of La Quinto for the project OA 78109 52"d Avenue in L.a Quinta, California and shall be read in conjunction with the Architectural Basis of Design documents, prepared by RY+AO and the attached sketches. The project consists of the construction of a new maintenance and operations building located at 78109 5211' Avenue in to Ouinta, California. Thu building consists of an approximately 12,500 GSF single -story, 30 ft maximum in total height_ The aground floor will house fleet and facilities bays, office spaces, locker roams, among other spaces. The roof will house local roof top units and be solar -ready. There are existing structures at the site which will be demolished and are outside the scope of Holmes' design. This memorandum describes the structural design criteria that Holmes will be using for seismic, wind and gravity design of the project. A norratlye of the proposed primairy structural sVsteins. material strengths [concrete sand reinforcing steel] and reinforcing quantities are also included to inform contractor cast estimates, iri conjunction with the above referenced drawings. ikh7rnila NCSYlerland} If— Z-1and USA La Quinta - Maintenance & Operations Center ? i Appendix b - Structural Basis -of -Design Ap6.1 RY+A0 4 : Scale {�+f��en7 � : ,ob No, 165 2024-0341 Date 12/12/2024 4 LIVE LOADS Live loads for the design of the grovitg sgstems [floor slabs, vertical elements and foundations) ❑re in occordonce with Table 2. 1aFaa#i " (PSF) Concentrated fibs) Roof 20 - Soinr Ready Roof 5 - Fleet Repair Zones 250 51000 Off ices/Co rridor&/Mizc. 10Q 2,000 Structural Components Narrative 6 FOUNDATIONS ■ For foundations supporting CMIJ walls - both exterior and perimeter - allow for 4,5 ft wide x 2 it thick strip footing. The tap of footing will vary between B" and 16" below the tap of slab on grade depending on plumbing requirements. ■ For fcundotions supporting interior spread footings allow for b if, square Y 2 ft thick shailow spread footings, See Option 2 of the Roof Framing Section. b CONCRETE SLAB -ON -GRADE ■ At vehicular bays, allow for 6" thick concrete slab -on -grade with #fir 0113' reinforcement each way- Allow for pits if required by the City of La Quinta. The slab thickness assumes light to medium dutud utility trucks ranging from 6,000 Ibs to 10,000 lbs. ■ At non -vehicle bays (i.e.. offices, lockers, etc.). allow far 5" thick concrete slab-cn-grade with #4 g 12' reinforcement each wag. Provide contraction joints as required a ppray! mote ly;10 feet on center each way - tD control crocking, Project 24193.00 3 1 CMU WALLS Include the following o long the building perimeter and at interior walls framing the Facilities Hay, fleet Bay, and Parks, righting, and Landscapes Bad [Figure 1): ■ Canstruct 12" normul weight C M U walls with (2) #6 bars of 16" o.c- vertical reinfurcernent and #5 bors at 16' o.c. horizontal reinforcement. + Grout all cells to rneet temperature insulation req u I re rn er ts. ■ Provide bond beam lintels above openings and windows. ■ Extend CMl.1 walls above the rooffine to f=iIitate direct connections for out-of-plano load resistdnce- iyl'a� xfe�u i ft�i hnK, :w: r l 44i1 rivu Li I� L1fl1M6i i i firolect 21r,9'.On 4 La Quinta - Maintenance & Operations Center Appendix 6 - Structural Basis -of -Design Ap6.2 RY+AaO 166 Scale Dale 12/12/2024 8 ROOF SYSTEM The roof systernt is designed as a 3" x 20-gauge metal deck supported by open web steel joists (0W9Js) in the transverse direction. The O SJ will be a deferred design item provided bkj Vulcraft or similar manufacturer. Two options are presented below: Option 1 OW J Spanning 58 feet: In this configuration. 36 to 40-inch deep open web steel joists will span 58 feet across the short direction to the for walls, spaced at o maximum of 10 feet on center, as shown in Figure 2. The joists weigh approximately 3.5 psf, writh an odditionnl 3 psf included to ocGnunt for bridging and miscellaneous steel components. Pravide steel bearing plates and grout pods at the joist connection points to the CMU wall. This option allows for a column -free space with fewer members, though consideration should be given to transportation and installation of the long -span trusses. i FTLEL 4M LYPLh v+F.E• in3fLJW610idJu,L ! � 4 r'= 2_ Optiort i Lang Span OWSJ Prolact; #1F3.4Q 6 Option 2 0WSJ Spanning 29 feet: This configuration uses 22 to 24-inch deep open web steel joists spaded at a maximum of 10 feet on center. sponning 29 feet across the short direction to the for walls, as shown in Figure 3. The joists weigh approximately 3 psf. with an additional 3 psf to account for bridging and migceIIaneous steel. HSS posts and wide flange beams will be positioned along the mid -span, ❑drying approximately 2 psf. Steel bearing plates and grout pads should be provided of the joist connections to the CMU wall. This option features shollower trusses, potentially reducing the overall building height and allowing for easier transportation and installation. However, more truss picks will be required and interior columns will need to be considered for future flexibility. ,1 ! 1 ! a FY 1+ iTt'L`- JLkaT � lrr.9`RL r; 1 ��,1 Fl+66 rvC9T I K&MUK", U1Ueuis !1 Ca �-7 Ca C7 C!===K 0 1® >C===* G c O m CM m r 1 - m C= C2 m FiKur•a 5, Option 2: Short Sper 0'MI Pro*t; 2 743,40 e La Quinta - Maintenance & Operations Center Appendix 6 - Structural Basis -of -Design Ap6.3 RY+AaO 167 Scale LL S , I. 11 �� IJP4 v�mT �. ; Job No. 2024-0361 Dale 12/12/2024 APPENDIX 7 La Quinta - Maintenance & Operations Center Appendix 7 - MEPT Basis -of -Design gp7.0 RY+AaO168 Scale Dale 12/12/2024 Ai. FATE C H 421 E. Huntington Dr. • Monrovia, CA 91016 • 213.212.9860 • www.atce.corn La Quinta Fleet Maintenance Yard La Quinta, CA Project Pursuit - Conceptual Design Basis of Design PREPARED FOR: RY & AO BY: AlfaTech PROJECT NO: 240372LA 11/15/2024 169 LFATEC H TABLE OF CONTENTS 421 E. Huntington Dr. • Monrovia, CA 91016 • 213.212.9860 • www.atce.com Section Page No. I. MECHANICAL............................................................................................................................................1 II. ELECTRICAL..............................................................................................................................................11 III. PLUMBING................................................................................................................................................17 V. FIRE PROTECTION......................................................................................................................................24 VI. TECHNOLOGY..........................................................................................................................................26 City of La Quinta Maintenance and Operations Yard — MEPFP Basis of Design ©2018 Alfa Tech, Inc, All Rights Reserved. This document and the information herein was created for Client internal use only. 170 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design EXECUTIVE SUMMARY This executive summary outlines our comprehensive approach to delivering a modern facility that supports the City of La Quinta's need and answers the Request For Proposals. Total Life Cycle Cost and Maintenance are very important factors considered in the design process to keep on going maintenance requirements low. Advanced Engineering Solutions - Mechanical, Electrical, and Plumbing (MEP) Systems: • Designed MEP systems with efficiency and reliability as core principles. • Integrated advanced HVAC systems that are self-regulating and require minimal intervention. • Selected energy -efficient lighting and electrical systems that reduce maintenance frequency. • Utilized plumbing fixtures and systems designed for high durability and low maintenance. MECHANICAL A. Summary The intent of this mechanical narrative is to define the system requirements for the proposed City of La Quinta Fleet Maintenance Yard to meet the program requirements, industry standards and practices governing the design of such facilities. This narrative describes a baseline, and potential options and alternatives related to the mechanical systems for the proposed facility. Refer to the architectural narrative and plans for the proposed layout, and scope of work. The entire design and installation of the mechanical systems shall be in accordance with governing State of California requirements. The design shall also comply with all applicable local ordinances, and federal codes requirements governing the City of La Quinta. Refer to the architectural, civil, structural plans, as well as specialty consultant narratives and plans and acoustical consultant documents, for impact on mechanical systems, including the infrastructure requirements for special systems. Please note that all information, including capacities, is preliminary and shall be discussed and confirmed with the owner's team. If there is a conflict between this document and the OPR, the most stringent requirement applies. ALFATECH I VAGE 1 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design B. Design Criteria 1. Utilize current ASHRAE weather Data at the 0.5% MCWB c"7.) Outdoor temperatures: Summer Winter Wet Bulb Criteria Dry Bulb Mean Criteria Dry Bulb Coincident La Quinta Zone Information 0.5% 1120F 720F 0.1% 34.90F La Quinta, CA 2. Space Conditions: Indoor Design Temperatures: (1) All offices, and public areas: 750F +/-5°F summer, maximum60% RH, 700F+/- 5°F no humidity control winter. (Dead band shall be 5°F minimum) (2) Restrooms, locker rooms 750F +/- 50F summer, 70OF +/- 5°F winter (3) Workshops, mechanical equipment rooms, storage rooms and electrical rooms: summer maximum 850F; Winter: minimum 68°F. (44) IT/ IDF/ Telecom rooms: Summer maximum 720F; Winter minimum 68°F. (.§) No humidity control will be provided for mechanical, electrical and technology rooms. 3. Ventilation and Exhaust: Outside air (OSA) and exhaust air (EA) shall be provided for all spaces shall be as per below, and/or per ASHRAE 62.1, and/or 2022 Title-24 Energy Efficiency Standards, and/or 2022 California Mechanical Code. The most stringent shall govern. All ventilation, fresh air intake and exhaust air discharge shall be provided with 1 /4" wired mesh screen or similar. o) All offices and public areas: OSA shall be the greater of 15 cfm/ person or 0.15 cfm/ SF. (Whichever is greater) b) All training rooms: OSA shall be greater of 15 CFM/ person or 0.38 CFM/ SF. (Whichever is greater) C) Multipurpose/ Lounge areas: OSA shall be greater of 15 CFM/Person or 0.38 CFM/SF (Whichever is greater) ALFATECH 1137/2:�E 2 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design d) Cafeteria and dining areas: OSA shall be greater of 15 CFM/ person or 0.5 CFM/ SF. (Whichever is greater) e) Toilets and locker rooms: Exhaust air shall be 2 times ASHRAE recommendations. Connect toilet exhaust to building exhaust system. f) Work bays: Provide muffler exhaust where necessary. Exhaust air shall be 1.0 cfm/SF. g) Dedicated exhaust of 6 air changes per hour shall be provided for following areas: (1) Janitor (2) Laundry Room h) Storage Rooms: 0.15 CFM/ SF minimum unless 100% outside air is required based on storage and commodities. i) All conference and training zones shall be provided with demand control ventilation (DCV) 4. Design Occupancy a) Administrative spaces: 80 sq. ft./ person or based upon actual count whichever is greater. b) All other areas per latest California Energy code Title 24 part 6 nonresidential compliance manual 5. Lighting Load: Per Title 24(overhead) and 0.2 watts per square foot (task lighting allowance r actual design load whichever is greater. 6. Equipment load: 0.75 watts per square foot or less. 7. General Requirements 0) Combination Fire Smoke Dampers will be provided where necessary. b) Testing and Balancing. c) Commissioning. 8. HVAC Zoning 0) Interior zones shall not exceed 2,000 SF of open space or (3) offices. b) Perimeter zones shall not exceed 400 SF of open space or (3) offices. c) Corner spaces or offices shall be independent zones and provided under a single zone. ALFATECH I V/3GE 3 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design d) Multi -occupant spaces, such as conference rooms, classrooms, training rooms and break rooms shall be independent zones. Building Management/ Automation Systems (BMS/ BAS) A robust, state-of-the-art, open protocol, native BACnet, direct digital control (DDC) system of electronic automatic temperature controls, valves, dampers, sensors, alarms and control panels will be provided for the MEP systems. The new controls shall feature annunciation of operating status and conditions, with monitoring and controls capabilities. The system shall monitor and/ or control all spaces including all mechanical equipment. a) New controls shall meet the building standards. b) The system shall be provided with minimum of 10% spare points capacity (input and output respectively). c) Provide a temperature control system which shall be capable of standalone operation and shall be direct digital control (DDC). The system shall be entirely automatic, requiring no manual operation. d) HVAC controls shall have the ability to have remote access and shall be kept on its own network. e) The entire facility shall have the ability to monitor and measure the power, water and gas usage. The power usage shall be monitored with the implementation of intelligent panelboards. g) Water usage shall be monitored with the implementation of smart meters. The metering device shall be hard wired with conduit for power and communications. h) BMS monitoring station and servers shall be located in Supervisor's office. Provide a PC "head —end', complete with color monitor, printer, modem and interactive color graphics for all major air and water system. All head —end functions to be menu driven and accessed via a keyboard or'mouse." The BMS shall require an independent communication network to link each building to the Supervisor's office. Provide all smoke dampers (including smoke dampers integral to combination fire smoke dampers-CFSDs and roll -up doors) with control devices (contacts, end switches, etc.) to allow on/off or open/closed status to be read by the Life Safety Systems as part of the firefighter's control panel. k) All comfort HVAC equipment and fans shall be provided with a temperature sensor. Sensor location shall be determined during the design phase. All temperature zone ALFATECH 11'7f+9GE 4 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design control shall be monitored and provided by the Building Management System. Dedicated 24/7 cooling equipment (for IT rooms etc.) shall be provided with T-24 compliant programmable thermostat. I) IT room AC equipment shall run 24/7 (adj.) m) Electrical rooms with no transformers shall be provided with heat relief exhaust fans. The exhaust fans shall be provided with DDC. Fans shall run to maintain the room temperature summer maximum 90°F; Winter: minimum 40°F n) Electrical rooms with transformers shall be provided with 24/7 cooling only split AC equipment to maintain manufacturer's recommended indoor temperature. o) Trending and Reporting: BAS shall be capable of collecting and reporting all required data p) Trend and meter data shall be stored for at least two (x2) years 10. Seismic Restraints a) All seismic restraints for all new mechanical equipment shall be provided per the latest California Building Code as adopted by the authority having jurisdiction. 11. Energy Performance 0) Overall TDV Energy shall be at least 10% lower than Title-24 2022 Baseline. b) Facility shall be provided with required renewable energy sources to provide minimum of 15% of annual energy usage. G) Provide applicable measures to obtain LEED Gold certification. C. Building Envelope The values given below are the recommended envelope measures to achieve better performance and efficiency. 1. Roof 0) R-38 or better rigid roof insulation above the roof deck. b) Aged Solar Reflectance; 0.630 or better G) Thermal Emittance; 0.750 or better d) Solar Reflectance Index (SRI); 75 2. Exterior Walls a) Entire wall assembly R-value shall be R-21 or greater ALFATECH I INGE 5 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design 3. Glazing and Framing a) Double pane low-e glazing b) Thermally broken aluminum frame C) U-factor of assembly; 0.28 or better d) Solar Heat Gain Coefficient (SHGC); 0.26 or better e) Visible Light Transmittance; 0.5 D. Mechanical Systems and Equipment Preferred options will be as follows: Provide a new VRF system or Package Rooftop Units for office areas, lounge spaces, break rooms and evaporative cooler or air circulation fans for all bay spaces. The new VRF system will have dedicated indoor fan coil units used to serve the spaces throughout the building. New Roof top unit (RTU) on roof with VAVs for the entire building HVAC. New RTUs shall provide fixed temperature economizer and power exhaust, pre and final filters. The system shall be fabricated from built-up components to achieve the described requirements. The new RTU cooling will be air cooled heat pump DX type with high efficiency variable compressors. IDF/MDF, Electrical and IT Rooms shall be provided with process cooling -only split systems. Provide exhaust systems for the janitorial rooms. Another set of exhaust systems shall be provided for the bathrooms and locker rooms. Janitor exhaust shall not be combined with any other exhaust systems. A booster fan shall be provided for the laundry room. Laundry room exhaust shall not be combined with any other exhaust system. Split System Unit requirements • Easy maintenance - Compare the VRF or split heat pump options, complexity of maintenance and maintenance cost will be lower. Good system efficiencies - Proposed system will still provide us a decent amount of performance points in LEED compliance • Smaller real estate - compared to the chilled water systems, DX Custom AHUs will occupy smaller footprint. • Reasonable first cost - compared to VRF systems and chilled water plants, the first cost of the system will be lower. ALFATECH 11'7f6GE 6 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design General 1. Ductwork shall be galvanized steel (Min. of 26 GA). Ductwork shall be constructed as per the latest CMC and SMACNA requirements. All ductworks shall be low pressure 4" class listed and suitable for its application. Low pressure ducts will be sized at a constant friction rate of 0.08" w.g./100 ft., and up to 1,000 fpm. Medium pressure ducts will be sized as extended plenums with a maximum velocity of 1,200 fpm. 2. Filtration - AHUs/ FCUs shall be provided with minimum of MERV 13 filters and carbon filters. 3. Noise - The noise criterion shall not exceed the given values in ASHRAE Design Guidelines. All HVAC equipment shall be provided with sound control accessories where necessary to meet the ASHRAE recommendations. Provide vibration isolators per ASHRAE guidelines and structural engineer's recommendations. Recommended max interior noise levels shall not exceed 45 dB in any habitable room (excluding the maintenance bays). E. Codes and Standards The following latest Applicable Codes and Standards will apply: 1. California Building Code, CBC 2. California Mechanical Code, CMC 3. California Plumbing Code, CPC 4. California Fire Code, CFC 5. California Energy Code (Title-24) 6. CALGreen, Tier 1 7. NFPA Standards 8. ASHRAE Standards 9. ASNI/ASME 10. OSHA 11. All City Ordinances 12. Americans with Disabilities Act (ADA) 13. Air Conditioning and Refrigeration Institute (ARI) ALFATECH 11'7AZGE 7 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design 14. Air Movement and Control Association, Inc. (AMCA) 15. American National Standards Institute (ANSI) Standards 16. American Society for Testing & Materials (ASTM) Standards 17. American Society of Heating, Refrigeration and Air Conditioning Engineers, Inc. (ASHRAE) 18. American Society of Mechanical Engineers (ASME) 19. Associated Air Balancing Bureau (NEBB) Standards 20. Environmental Protection Agency (EPA) Regulations 21. National Association of Corrosion Engineers (NACE) 22. Sheet Metal and Air Conditioning Contractors National Association (SMACNA) 23. Underwriters Laboratories, Inc. (UL) F. Acceptable Manufacturers 1. All equipment shall have an efficiency, COP, etc. per 2022 Title-24 California Energy Efficiency Standards. a) Motors (high efficiency type required): (1) Westinghouse (2) Gould (3) Lincoln (4) Baldor b) Roof Top Units (RTU) (1) AAON (2) Daikin G) VRF Systems (1) DAIKIN (2) TRANE d) Exhaust Fans: (1) Loren Cook ALFATECH I'F7,,E 8 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design (2) Greenheck Cooling Only Split System (For Process Cooling) (1) Carrier (2) Trane (3) Toshiba (4) Or Similar ALFATECH 1137E 9 ROOF 2125f 705F I LQCKEA R 0 �N��. 6£9A"" �NLE6Y°R" °a6lEdYINSF I,SSE SF I AC-1 (PACKAGED HEAT 1615f i615F i615F 1,EEBEF I CU-2 ON "sue PUMP ON ROOF ROOF °IPfGi11R°RILE _ DEFILE r1WF 133SF®® ®6 —F 0 00 0 CU-1 ON ROOF EVAPORATIVE COOLER FANS (TYP. FOR ALL BAYS) 0 II FCU-XX SERVED BY CU-1 ON ROOF LU 'o 0 SINGLE BAY 767 SF SINGLE BAY 767 SF DIRECTOROFFICE OFFICE 261 SF n 202 SF r - 1Ei15F it 1: oFFicE EA EXHAUST 515F GOOSENECK ON ROOF 3 00 —F 193 c) 1.SF P13L F,£ ®® CONFERE LE RWN R °E B 00 0 —F TGIF 0 (TYP.) ROOF PLAN CU-3 (FOR IT/SERVER) INLINE EF-3, ON ROOF 214'-8" OSA THROUGH GRILLE I OSA THROUGH ABOVE CEILING (TYP.) LGOOSENECK (TYP.) ON ROOF OVERALL BUILDING LENGTH SINGLE BAY DOUBLE BAY 767 SF 1,558 SF f FCU-XX SERVED BY CU-2 ON ROOF OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 133 SF 133 SF n r) n 202 SF 133 SRM 202 SF 133�F 186 SF DOUBLE BAY 1,558 SF LOCKER ROOM 2= \1 V 91 SF A ll ADA ISEX a UNISEX F SF O JAYdW - - - SIF ADMIN 1�1- OFFICE 108 SIF 59 SF 133 SIF ;— PRINT � LOBBY 17 ELEC. 106SF ^70SF 0Cal '-- INLINE EF-2 H2O IV MULTI -PURPOSE/ 18SF III TRAINING ROOM J II 1,233 SF III Ie Nil I II 11 II u b u STORAGE 95 SF FCU-XX SERVED BY CU-2 N ON ROOF FCU-XX FOR IT SERVED BY CU-3 ON ROOF 11,393 SF = Net Area Level 1 12,380 SF = Gross Area Level 1 0' 4' 8' 16' 32' Scale: 1/16" = V-0" La Quinta - Maintenance & Operations Center 's Al1 Proposed Conceptual Building Plan RY+AaO �� s�� 180 P6"=,-0 2024-0361 D , 12/06/2024 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design III. ELECTRICAL A. Executive Summary The intent of this electrical narrative is to define the system requirements for the proposed La Quinta - Maintenance & Operations Yard to meet the program requirements, industry standards and practices governing the design of such facilities. This narrative describes the proposed design for the electrical systems for the proposed facility. Refer to the architectural narrative and plans for the proposed layout and scope of work. The electrical systems shall be designed to meet the requirements of the LA QUINTA - M & O YARD as a Major Community Facility Building that will be in operation during emergency. The electrical systems addressed in this section are the electrical distribution, emergency power supply system (EPSS), uninterruptable power supply (UPS) if required, lighting, and fire alarm (FA), and grounding. The design shall also comply with all applicable local ordinances, state and federal codes, and agency requirements governing the design. A power metering system shall be provided that separately monitors lighting, HVAC, and miscellaneous power loads. A separate meter system shall be installed in the Auto Service and Office Building. Metering systems shall be connected and shall report to a head -end system. Refer to the architectural, civil, structural plans, as well as specialty consultant narratives and plans such as the acoustical consultant documents, for impact on mechanical systems, including the infrastructure requirements for special systems. B. Codes and Standards The following latest Applicable Codes and Standards apply: California Building Code, CBC 2. California Electrical Code, CEC 3. California Fire Code, CFC 4. California Energy Code (Title-24) 5. CAL Green, Tier 1 6. NFPA Standards 7. ASNVASME 8. OSHA ALFATECH I PME 10 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design 9. All City Ordinances All applicable State and Municipal codes and standards governing City of LA QUINTA will apply: 10. Americans with Disabilities Act (ADA) 11. Institute of Electrical and Electronic Engineers (IEEE). 12. American National Standards Institute (ANSI). 13. National Electrical Manufacturer's Association (NEMA). 14. Underwriters' Laboratories, Inc. Listing Service (U.L.). 15. National Fire Protection Association (NFPA). 16. American Society of Testing and Materials (ASTM) 17. Occupational Safety & Health Act (OSHA). 18. Environmental Protection Agency (EPA) Regulations C. Electrical System Summary 1. Electrical utility service shall be a 1200A, 480/277V, 3 phase, 4 wire Main Switchboard (MSB), fed from a new pad mounted utility transformer. The MSB shall be located in the building. 2. The emergency power supply system (EPSS) shall be derived from a new 350kW emergency generator if the existing generator does not have sufficient spare capacity to support new load requirement. The generator will back up the emergency system and select loads that are required for emergency operation in the facility. If the existing generator has sufficient spare capacity to support new building, additional ATS will be provided to segregate different systems. For the purpose of this Schematic Design phase, it will assumed that a new generator will be required. 3. Power for the Service area, as well as site power, lighting, communications, EV charging station and security shall be fed from the Maintenance Building. 4. Accommodation for PV will be provided on the MSB. ALFATECH I PIKE 11 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design D. Electrical System Description Electrical utility service will originate from an existing Imperial Irrigation District overhead line to new pad mount utility transformer located adjacent to Office Building near the building's Electrical Room in a secure area. The exact location will be coordinated with the architect, City and Imperial Irrigation District. The new utility transformer shall feed a new 1200A, 480/277V, 3 phase, 4 wire Main Switchboard (MSB) located in the Maintenance Building main electrical room. MSB shall include utility metering, main circuit breaker, surge protective device (SPD), neutral disconnect link, neutral and ground block, underground termination lugs, grounding electrode and conductors per CEC 250. MSB shall accommodate PV requirements, utility metering section, main service entrance breakers and distribution section. Electrical distribution for the building will be configured in the following manner: d) 480/277V, 3 phase, 4 wire distribution system will be provided for lighting, large HVAC equipment, large plumbing equipment, and shop equipment, as required. b) 208/120V, 3 phase, 4 wire distribution system will be provided for specialty lighting, fire alarm system, small HVAC equipment, small plumbing equipment and plug loads. G) To meet Title 24 desegregation of loads requirements, the loads for lighting, HVAC, plumbing and receptacles will be fed from separate panels. d) Interior and exterior lighting will be served at 277V via lighting control panels (LCP). e) Main Switchboard shall have a minimum 20% spare capacity. f) Branch Circuit panels shall have a minimum of 25% spare capacity. g) Main Electrical Room shall have one entry/exit door to the exterior of the building and additional door per CEC requirement. Door shall open in direction of exit and shall be equipped with panic hardware. 2. An emergency power supply system (EPSS) shall back up all critical and non -critical loads in the building via a 350kW, 480/277V, 3 phase, 4 wire emergency generator. A fuel tank will be provided to ensure the generator will have a run-time of 72 hours at full power. Generator shall not have the alternator neutral bonded to ground at the generator. A UFER equipment ground shall be provided in the generator pad. The EPSS shall consist of the following: a) A remote annunciator shall be provided at the front counter. ALFATECH I PW3E 12 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design k;) A 600A, 480/277V, 3 phase, 4 wire generator distribution board with separate section for different system. c) UPS systems, if required, shall be fed from the generator. l) Four (4) automatic transfer switches (ATS). All ATS shall be 4P switches. (1) ATS-1 shall provide power for critical life safety (CEC 700), including egress lighting and fire alarm. (2) ATS-2 shall provide power for code required critical power and lighting loads (CEC 701. () ATS-3 shall provide power for critical power and associated with emergency operation. (4) ATS-4 shall provide power to non -critical Stand by system per City requirements. e) A docking station for the temporary generator and load bank shall be provided in the generator yard. (1) The docking station shall be NEMA 3R (outdoor rated). (2) Docking station shall have kirk key interlocks, one in the quick connect for the temporary generator and one in the permanent generator. (3) The docking station shall have provisions for load bank connection. E. Electrical Distribution Requirements 1. Electrical distribution system shall be provided with provisions for separately monitoring loads. Loads shall be disaggregated to separate distribution boards, and metering shall be provided on the feeder breakers for each type of load: a) Lighting (by building) b) HVAC systems (by building) c) Domestic and service water system pumps d) Plug loads e) Renewable power source (PV) and Battery Energy Storage System ALFATECH I PW4E 13 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design 2. Grounding shall be derived from a building wide UFER and ground rod grounding system. 3. All wiring to equipment such as lighting, switches, receptacles, air conditioning & plumbing equipment, etc. will be installed in conduit. 4. Minimum size conduit is 3/4" except as noted for specific systems and exterior conduit which shall be a minimum of 1 ". Conduit shall be EMT for all concealed applications and GRC in all exposed locations where subject to damage. MC cable is not allowed. 5. Underground conduit banks shall be encased in concrete. 20% spare conduits shall be installed in all underground distribution conduit banks serving the site. 6. Feeder conductors sized to meet the maximum voltage drop of 2% and branch circuit conductors sized to meet the maximum voltage drop of 3% for a total maximum 5% voltage drop from Main Switchboard to the end device. 7. All wiring shall be copper. 8. All feeders shall carry a full-size grounding conductor, size per NEC. 9. All branch circuits to 20 A, 120-volt computer outlets shall carry a min.#10 AWG dedicated neutral. 10. No more than (6) convenience duplex receptacles on one 20A circuit. 11. Provide a dedicated receptacle at each appliance rated for 120 volts, 750 watts and more supplied from a dedicated branch circuit. 12. All mechanical/plumbing equipment such as water heaters, garbage disposal, HVAC units, etc. provided by mechanical/plumbing contractor shall be circuited per manufacturer's recommendations. 13. All conduits shall be installed concealed to view, except in equipment rooms or equipment yards or where there are open ceilings. F. Electrical Receptacles 1. Receptacle Requirements a) Refer to NEC for specific requirements and outlets forall equipment. b) Provide NEMA configuration per equipment manufacturer's requirements. ALFATECH I PIKE 14 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design Controlled receptacles shall be provided in all offices, conference rooms, copy rooms, pantries, and reception areas. Controlled receptacles to be tied to room's occupancy sensor. d) All receptacles within 6' of sinks and within kitchen will be ground fault interrupting type. 2. Location for general 20A-120-volt duplex receptacles 0) Receptacles shall be installed such that no point measured along the floor line in any room wall space is more than 12 feet. b) Corridors: Every 24 feet and maximum 24' to end of corridors C) Storage and other closets: Minimum of one receptacle in each space. d) Restrooms: Minimum of one GFI receptacle. e) Multi -Purpose Spaces: Every 20 feet, maximum 15 feet to end of each wall f) Offices: (2) duplex receptacles per desk, with a minimum of one receptacle per wall (non -workstation). g) Mechanical Rooms: Minimum of two GFI receptacles. h) Electrical Rooms: Minimum of one GFCI receptacle per wall. i) Janitor Closets: Minimum of one GFI receptacle in each closet. j) Exterior: Every 250', maximum 50' to end of building, and outside each exterior door. Receptacles shall be weatherproof GFI receptacles. k) Provide service GFI weatherproof receptacles at 125 volts, 20 amps within 25' of HVAC equipment on the roofs and grounds. 3. Drawings shall be coordinated so those receptacle outlets are not located behind shelving, cabinets, etc. G. Electrical Lighting 1. Refer to Section H for Architectural Lighting Basis of Design. ALFATECH I PIWE 15 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design 2. All interior lighting shall be LED, high performance and meet Title 24 energy requirements. All fixtures shall meet FCC requirements regarding interference with radio signals. 3. Emergency lighting shall be designed so that the failure of any individual element cannot leave in darkness any space that requires emergency illumination. All rooms, excluding small storage rooms or janitor's closes, shall be provided with at least one emergency illuminated fixture. Corridor egress illumination shall remain unswitched 24/7. A completely independent raceway and wiring system shall be provided for emergency circuits. 4. All electronic LED lighting drivers shall comply with Federal Communications Commission rules Part 15 Class A or B, Radio Frequency Devices, Industrial or Commercial rated. 5. Transient Protection Power supplies shall comply with ANSI/IEEE Class A operation including seven strikes of a 100 KHz ring wave, 2.5 kV level, for both common and differential mode. H. Architectural Lighting Lighting Design Criteria and Illuminance recommendations. IES 10th Edition Footcandle(fc) Recommendation Energy Code Space IES + Additional Allowance Allowed Title 24 Control Type Definition LPD Notes Horizontal Min/Avg Vertical Min/Avg Title 24 2022 Plane Plane Office > VDT 30fc @ 2.5' 15fc @ 3.5' Office > 250sgft O.li Allowforthree zones of 250sgft Screen and AFF Avg AFF Avg + Decorative/Display 0.2 controls, dimming, and Keyboard and Portable Lighting occupancy sensors. Office < VDT 30fc @ 2.5' 15fc @ 3.5' Office < 250sgft 0.65 Allowforthree zones of 250sgft Screen and AFF Avg AFF Avg + Decorative/Display 0.2 controls, dimming, and Keyboard and Portable Lighting occupancy sensors. Copy Allow for two zones of Print Rooms, Print Room 10fc @ Task Avg 3fc @ 5' AFF Avg Copy Room 0.5 controls, dimming and - General occupancy sensors. Allow for four zones of control with manual lighting controler Lounges- where the user can see Lobby Reading 30fc @ 2.5' Avg 15fc @ 5' Avg Lobby, Main Entry 0.7 which group of lights and Work AFF AFF + Decorative/Diplay 0.25 they are effecting. Areas Occupancy an daylight sensors as needed per code. ALFATECH I PIKE 16 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design Convention, Conference Conferencin 30fc @ 2.5' 7.5fc @ 4' Conference, 0.75 Allow for three zones of Room g - Meeting AFF Avg AFF Avg Multipurpose and 0.25 controls, dimming, and Meeting Area occupancy sensors. + Decorative/Diplay Break Break 10fc @ 2.5' Lounge, Breakroom, or 0.55 Allow for three zones of Room Room/Lunc AFF Avg 3fc @ 4' AFF Avg Waiting Area 0.25 controls, dimming, and h Room + Decorative/Diplay occupancy sensors. Allow for four zones of control with manual Lighting controler Lounge / Lounges 30fc @ 2.5' 15fc @ 5' Multipurpose Areas 0.75 where the user can see Multipurpos Reading/W AFF Avg AFF Avg + Decorative/Diplay 0.25 which group of lights e Room ork Areas theyare effecting. Occupancy an daylight sensors as needed per code. Restroom - 3fc @ 3.5' Restrooms 0.65 Allow for three zones of Restroom General 5fc @ 0' AFF Avg AFF Avg + Decorative/Diplay 0.35 controls, dimming, and Vanities 20 @ 3' AFF 30 @ 3.5' occupancy sensors. AFF Locker Locker Allowfortwo zones of Rooms Room - 10fc @ Task Avg 5fc @ Task Avg Locker Room 0.45 controls, dimming and Lockers occupancy sensors. Public - Independen Corridor Area+ Allowfortwo zones of Circulation t 5fc @ 0' AFF Avg 3fc @ 5' AFF Avg Decorative/Diplay 0.40.25 controls, dimming and Passagewa occupancy sensors. ys 30fc @ 3.5' 15fc @ 3.5' Allowfor one zone of Laundry Laundry AFF Avg AFF Avg All Other 0.4 controls, dimming and occupancy sensors. Vending, 10fc@2.5' Allowfor one zone of Ice Machine Ice Rooms AFF Avg 3fc @ 3' AFF Avg All Other 0.4 controls, dimming and occupancy sensors. General 15fc @ 0' Electrical, Mechanical, 0.4 Allowfor two zones of Shop Shop Areas AFF Avg 7.5fc @ Task Avg Telephone Rooms 0 2 controls, dimmingand +Detailed Task Work occupancy sensors. Janitor's 10fc @ 0' Allow for one zone of Janitor Closet AFF Avg 4fc @ 5' AFF Avg All Other 0.4 controls, dimming and occupancy sensors. ALFATECH I PPE 17 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design IT Server IT 10fc @ 0' Electrical, Mechanical, 0.4 ManuaLLycontroLLed Room Equipment AFF Avg 10fc @ Task Avg Telephone Rooms 0'2 wall switch. Room +Detailed Task Work Occupancy sensor. Small Items 20fc @ 0' 10fc @ 4' Storage Medium AFF AFF ALLowfor one zone of Room Items 10fc @ 0' Avg 7.5fc @ 4' Avg All Other 0.4 controls, dimmingand Large Items AFF AFF occupancy sensors. 5fc@0'AFF 2fc@4'AFF Electrical Electrical 30fc @ 2.5' 30fc @ 5' Electrical, Mechanical, 0.4 ALLowforonezoneof Room Closet AFF Avg AFF Avg Telephone Rooms 0'2 controls, dimming and +Detailed Task Work occupancy sensors. Equipment Equipment 20fc @ 0' 15fc @ 5' Electrical, Mechanical, 0.4 ALLowfor one zone of Room Rooms AFF Avg AFF Avg Telephone Rooms 0'2 controls, dimming and +Detailed Task Work occupancy sensors. Fire Equipment 20fc @ 0' 15fc @ 5' ALLowforone zone of Equipment Rooms AFF Avg AFF Avg All Other 0.4 controls, dimming and occupancy sensors. I. Fire Alarm System 1. Building shall have an automatic and manual, addressable, analog, general alarm, supervised, 24-volt DC fire detection and alarm system. All equipment shall be approved and listed by the CSFM and UL. Fire alarm system will include the following: a) Fire alarm control panel. b) Remote annunciator. C) General alarm addressable manual stations. d) Automatic addressable heat detectors with provisions for future analog output devices. e) Automatic addressable smoke detectors with provisions for future analog output devices. f) Automatic addressable duct detectors with provisions for future analog output devices. g) Remote alarm indicator with test/reset switch for concealed smoke and duct detectors. h) Sprinkler and standpipe flow switch and main water flow detector circuits. i) Main, post indicator valve and O, S & Y sprinkler valve tamper switch circuits. ALFATECH I V"E 18 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design Separate power supply with battery backup and circuiting to fire alarm activated door closers (24V). k) Modules for interfacing contact closure devices to addressable system. Do not use interface modules to connect non -addressable manual stations to fire alarm system. Flashing general alarm lights. m) Combination audible and visual signal devices. n) Fire alarm system conduit and wire. ALFATECH I PIOE 19 35OKW GENERATOR 480/277V, 30, 4W NEMA 3R 600A DUAL PURPOSE DOCKING STATION 600A BUS 480Y/277 VOLT, 3 PHASE, 4 WIRE NEMA 3R _ 300A 1225A 1150A 1150A i1 3P 3P 3P 3P DISTRIBUTION PANEL'HGEN' 600A BUS 480Y/277 VOLT, 3 PHASE, 4 WIRE LOAD BANK TEMPORARY CONNECTION GENERATOR CONNECTION TRANSFORMER TRANSFORM ER'S1 LA' 112.5KVA, 480-208Y/120V, 30, 4W O PANEL 'S1 HA' Ja SB ATS 'SB' 400A, 480V, 30, 4P, WITH ISOLATION �I BYPASS SWITCH � PANEL 'ClHA' CR TRANSFORM ER'CX1A' 75KVA, 480-208Y/120V, 30, 4W O n ATS 'CR' 400A, 480V, 30, 4P, WITH ISOLATION �� I BYPASS SWITCH PANEL PANEL 'S1 LA1' 'S1 LA2' PANEL '1 HS1' SB SB SHOP PANEL 'L1 LA' CR TRANSFORM ER'LX1A' SPD 30KVA, 480-208Y/120V, SPD 30, 4W O PANEL 2 PANEL 'L1 HA' 'L1 LA' LR r LR ATS 'LR' 0-40 200A, 480V, 30, 4P, WITH ISOLATION BYPASS SWITCH SPD PANEL 'ElHA' EM =M' 480V, 30, 4P, ISOLATION SS SWITCH TRANSFORM ER'EX1A' 30KVA, 480-208Y/120V, SPD 30, 4W O PANEL 'E1LA' 11INEM MAIN AND PULL SECTION METERING SECTION . o I I M I < SPD ` GFP 1200A 30A 1 MAIN I 3P (D LA QUINTA M & O BUILDING - SINGLE LINE DIAGRAM PANEL '1 HA1' LIGHTING 100A 100A 1000A 450A 150A .) 400 3P 3P 3P 3P 3P 3P 2500 AMP BUS NEUT. BUS MAIN SWITCHBOARD'1HA' 1600A, BUS 480Y/277 VOLT, 3 PHASE, 4 WIRE AVAILABLE FAULT DUTY 65,000A 600 3P HD �--(M � 400A �J 3P 125A > 125A 125A 100A i1 1 3P 1 / 3P j 3P j 3P PARTIAL DISTRIBUTION PANEL'1HS' 400A, BUS 480/277 VOLT, 3 PHASE, 4 WIRE MINIMUM 42KAIC TRANSFORM ER'S1 LA' 75KVA, 480-208Y/120V, TRANSFORMER 'S1 LA' 112.5KVA, 480-208Y/120V, 30, 4W O 600A 3P 175A > 225A i1 1 3P 1 / 3P PARTIAL DISTRIBUTION PANEL'1HC' 600A, BUS 480/277 VOLT, 3 PHASE, 4 WIRE MINIMUM 42KAIC TRANSFORMER'X1 EV' 112.5KVA, 480-208Y/120V, 30, 4W O TRANSFORMER'X1 LA' 150KVA, 480-208Y/120V, 30, 4W O 225A 175A 225A 100A 22 . 100A 300A 3P 3P 3P 3P 3P BARE COPPER 4/0 BARE COPPER GROUND CONDUCTOR PANEL PANEL 1LC1' '1LD1' MECH PLUMB GENERAL ELECTRICAL NOTES A. PROVIDE ADDITIONAL PANEL AS REQUIRED TO CONNECT ALL EXISTING AND NEW EQUIPMENT a 3 SPACE J� 100A 400A 3P 150A 150A i1 1 3P 1 3P PARTIAL DISTRIBUTION PANEL'1LC' 400A, BUS 208/120 VOLT, 3 PHASE, 4 WIRE MINIMUM 42KAIC 3 SPACE SPARE E SPARE I 125A 100A 100A 100A 3P 3P 3P 3P PANEL PANEL PANEL PANEL "LB2A2' '1LB2B2' '1LB2C2' '1LB2D2' PLUG PLUG PLUG PLUG SPARE 100A j 3P PANEL PANEL PANEL PANEL PANEL PANEL '1LB1A' '1LB1B' '1LB1C' '1LB1D' '1LF1' '1LA1A' PLUG PLUG PLUG PLUG MISC LTG J o SHEET KEYNOTES 1. INSTALL FEEDER FROM TRANSFORMER SECONDARY TO MAIN BREAKER IN SWITCHBOARD / PANEL, NOT TO EXCEED 25 FEET PER NEC 240.21(C)(6). 2. PROVIDE 3-1/2 INCH HIGH CONCRETE HOUSEKEEPING PAD UNDER TRANSFORM ER/SWITCH BOARD/I NVERTER/BATTERY CABINET. 3. 1200 AMP FRAME AND LARGER BREAKERS: PROVIDE ARC FLASH ENERGY REDUCING MAINTENANCE SWITCHING WITH LOCAL STATUS INDICATOR PER NEC ARTICLE 240.87. 4. CONNECT GROUNDING ELECTRODE CONDUCTORS FROM TRANSFORMER GROUNDING LUG TO AVAILBLE GROUNDING ELECTRODES PER NEC 250.30 AND 250.104. 5. LIGHTING INVERTER SHALL BE PROVIDED WITH BATTERIES TO PROVIDE MINIMUM 90 MINUTE OF BACKUP POWER AT FULL LOAD. F< < < < M M M M M M 3 SPACE 100A 600A SPARE 3P 125A 125A 125A 125A 100A 100A 100A i1 1 3P 1 3P 1 3P 1 3P 1 3P 1 3P 1 3P DISTRIBUTION PANEL'1LB' 600A, BUS 208/120 VOLT, 3 PHASE, 4 WIRE MINIMUM 42KAIC TO PV SYSTEM 20OKW MAX 3 SPACE 5A J BUILDING MAIN GROUND BUS BAR #4/0 TO ELECTRICAL ROOMS 1" CONDUIT & #4/0 INSULATED COPPER TO TECHNICAL GROUND BUS IN IT ROOM BARE COPPER TO 20FT., 3/4" DIAMETER TELEPHONE MINIMUM REBAR IN TERMINAL CONCRETE FOOTING/ BOARD FOUNDATION COLD WATER 10'-0" PIPE GROUND BUILDING RODS AT STEEL 20'-0"C/C BUILDING 1 NORTH 191 (Fill Out Project Name Here) Electrical Load Calculations 11/14/2024 (Fill Out Project Number Here) 1. Building Space Calculations/Assumptions Overall Space Usage Total Space Net Rentable Space Vertical Shafts/Circulation Net Usable/Tenant Space 2. Normal Power Load Calculations Load Description Lighting Site Lighting General Receptacles Receptacles HVAC Communication AV Shop Equipment EV Charger Misc. Equipment Subtotal: Add 20 % Future Spare Capacity Total: 3. Emergency Power Load Calculations Load Description Lighting Emergency system HVAC Misc. Equipment Total: Proposed Normal Service Size: BY Factor Net SF 14,874 1.00 14,874 14,874 0.95 14,130 14,130 0.03 424 14,874 0.92 13,706 VA/sf Area or Total HP Connected Diversity/ Demand (Sq. Feet) Tenant Load VA Watts (@ 0.8 pf) A (@480V) Demand VA Watts (@ 0.8 pf) A (@480V) 13,706 1.0 13,706 10,965 17 1.00 13,706 10,965 17 10,000 8,000 12 1.00 10,000 8,000 12 0.5 over 13,706 1.0 13,706 10,965 17 10kVA 11,853 9,483 14 0.5 over 13,706 3.0 41,119 32,895 50 10kVA 25,560 20,448 31 13,706 9.0 123,358 98,686 149 0.80 98,686 78,949 119 35,000 28,000 42 1.25 43,750 35,000 53 25,000 20,000 30 1.00 25,000 20,000 30 150,000 120,000 181 1.00 150,000 120,000 181 112,500 90,000 135 1.00 112,500 90,000 135 13,706 1.0 13,706 10,965 17 0.50 6,853 5,483 8 538,096 430,477 648 497,908 398,327 600 107,619 86,095 130 99,582 79,665 120 645,715 516,572 778 597,490 477,992 720 VA/sf Area or Total HP Connected (Sq. Feet) Tenant Load VA Watts (@ 0.8 pf) A (@480V) 13,706 0.25 3,427 2,741 4 35,000 28,000 42 13,706 2.00 27,413 21,930 33 13,706 0.25 3,427 2,741 4 69,266 65,413 83 1200A, 2771480V, 3 phase, 4 wire N:\2024\240372LA RY+AO - City of La Quinta - Maintenance & Operations Yard\06_ENGINEERING\ELECTRICAL\Load Calculatiorl Quinta Load Calculation Spreadsheet - Office Building 1 of 1 192 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design IV. Plumbing A. General 1. 2. 3. The Plumbing System will be designed in accordance with listed applicable codes, standards and authorities having jurisdiction, the Underwriters and in accordance with current engineering practices. Systems will be designed to conform, as a minimum, with the following codes and standards. Codes: a) 2022 California Building Code. b) 2022 California Plumbing Code. G) Brand Building Standards d) Latest NFPA Standards. B) City of La Quinta Requirements. f) County of Riverside Requirements. g) State of California requirements h) Health Department. i) Federal Legislation: (1) Americans with Disabilities Act (ADA) (2) OSHA Standards: a) ANSI American National Standards Institute b) UL Underwriters' Laboratories C) CGA Compressed Gas Association d) ASME American Society of Mechanical Engineers 2) ASSE American Society of Sanitary Engineers f) ASTM American Society for Testing and Materials ALFATECH I PW3E 20 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design r0 AWWA American Water Works Association 1) NSF National Sanitation Foundation q PDI Plumbing and Drainage Institute j) IRI Industrial Risk Insurers k) NFPA National Fire Protection Association (1) NFPA 54 National Fuel Gas Code 4. Engineering Criteria c;) A 2-1 /2" Domestic cold -water service is served with a reduced pressure zone backflow preventer and is located outside the building. The interior domestic hot and cold -water system shall be installed with copper tubing type L and wrought copper pressed fittings. The domestic water system will be sized to maintain a maximum velocity of 8 feet per second and domestic hot water will be designed for a maximum velocity of 5 feet per second at design flow conditions. The domestic hot water and hot water return piping shall be insulated per the California Plumbing Code and or California Energy Code. b) Hose bibbs shall be provided at locations which allow service to all areas of the exterior (including roof) with a 50-foot hose. Hose bibbs shall have ADA Compliant Ball Valve and handles. All hose bibbs shall be recessed. Hose reels and hoses on roof shall be protected from the elements. All interior hose bibbs shall be recessed in stainless steel housing with lockable stainless steel cover plates. All exterior hose bibbs located outside the secured areas shall be recessed in stainless steel housing with lockable stainless steel cover plates. In areas where snow fall occurs, hose bibbs shall be a frost free type. C) The domestic water heater shall be electric tank type and shall be located in the janitor's closet or dedicated water heater room. The water heater shall generate hot water at 140°F. Provide thermostatic mixing to temper the hot water to 121 °F prior to supplying all fixtures. The system shall be recirculated by employing an in - line circulation pump. The system shall be capable of delivering hot water to any fixture within 15 seconds. The maximum velocity for hot water shall be no more than 5ft/sec. The recirculated system shall have a maximum velocity of 3ft/sec. d) One, or more if required, 4" sanitary service lateral shall be provided. The sanitary branches serving the fixtures shall be connected to the main sanitary building drain. The sanitary system piping shall be sloped at a minimum of 1 /8 inch per foot of run for piping 4 inches and larger, and 1 /4 inch slope per foot of run for pipe ALFATECH I PIKE 21 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design sizes less than 4 inches. The piping material shall be no -hub cast iron. The sanitary vent system shall be routed to VTR locations on the roof. The facility shall have drains/floor sinks in toilet rooms, mechanical rooms and in locations where condensate from equipment collects. Trap primers shall be automatic and if located remotely, shall be the electronic type for all p-traps where infrequent use is expected. Floor sinks shall be provided for vending machines, ice machines, air compressors and other similar equipment that may need to discharge water or condensation into the sanitary system. e) The storm drainage system shall consist of primary roof drains and internal rain leaders connected to the storm system laterals outside the building. Secondary roof drains shall be provided that terminate outside the building walls 18 inches above grade. Storm drainage design will be based on a rainfall of 2" per hour. The piping material shall be no -hub cast iron. Storm drainage pipe shall be insulated when located in ceiling spaces or conditioned spaces. Roof drainage shall be designed to accommodate the maximum historic inches per hour rainfall. The roof area served by any drain shall be 6,000 square feet maximum of surface. Provide overflow drains as required by code (when applicable). Overflow drains shall not discharge onto or in areas subject to pedestrian passage. 5. Pipe and Valve Identification a) All piping and pipe insulation to have permanently affixed labels to identify the service and the direction of flow. b) All valves to have brass tags identifying service and be located onto a flow chart. (1) Flow charts for each service will include all valve sizes and locations clearly identified in a framed and permanently affixed chart located in building engineering office. 6. Expansion and Contraction 0) All piping crossing expansion joints to be provided with approved materials or construction offset methods. b) All piping subjected to thermal expansion and contraction to be provided with properly designed offsets, methods and materials. 7. Plumbing Fixtures: a) Fixtures will be provided with chromium plated brass trim and individual stop valves. ALFATECH I PIKE 22 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design b) Public and staff water closets will be vitreous china siphon jet floor outlet water conserving 1.28 gallon flushometer type, with automatic operation and manual override, provided with electrical power. G) Public urinals will be vitreous china, wall hung, with siphon jet water conserving 0.125 gallon (pint) flushometer type, with automatic operation and manual override, provided with electrical power. d) Showers will include balanced pressure mixing valves, with 1.5 gpm flow restrictors in head. e) Public lavatories will be provided with 0.35 gpm flow restrictors using self -closing metered infra -red sensor faucets, provided with electrical power. f) Public lavatories which are ADA accessible to have Traps, Hot and Cold water piping insulated. g) Drinking fountains will deliver chilled water with bottle fillers. h) Appropriate 'barrier free' fixtures will be provided in accordance with the "Americans with Disabilities Act" (ADA). i) Sinks and other equipment supplied by kitchen equipment contractor and/or Owner will be provided with combination supply fixtures and traps as required. j) Floor drain traps to be trapped primed by remote trap primers. k) Floor sinks to be installed where applicable. I) Area drains and roof drains to have strainers and grates provided with the appropriately sized free area required. B. Material 1. Exterior - Storm Drainage, Underground a) Service weight no -hub cast iron soil pipe and fittings. 2. Interior - Sanitary/Vent/Storm, Underground a) Service weight cast iron pipe and fittings with heavy duty couplings and rubber gasket joints. 3. Interior- Sanitary/Vent, Storm Aboveground ALFATECH I PIKE 23 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design d) Service weight hubless cast iron soil pipe with no -hub couplings with threaded cast iron drainage fittings and threaded malleable iron for vents. b) Copper type "L" hard drawn with wrought and drainage fittings. 4. Interior- Domestic Water, Aboveground d) Type L hard copper tubing cast bronze or wrought copper pressed fittings, for vertical risers and branches. 5. Interior - Domestic Water, Underground d) Cold water, Type K hard copper tubing, cast bronze or wrought copper pressed fittings. 6. Condensate piping d) Pipes shall be copper type L, connecting to lavatory drains in restrooms, floor sinks or roof receptors. C. Equipment and Plumbing Products 1. Acceptable Manufacturers: d) Drainage Products (floor, roof, area and indirect) (1) Mifab, J.R. Smith, Zurn, Wade, Josam. b) Backflow Preventors (1) Watts, Febco, Wilkins, Ames. c) Pressure Reducing Valves (Water) (1) Watts, Wilkins, A.W. Cash. d) Automatic Control Valves (1) Watts ACV, Bailey. e) Expansion Tanks (1) Amtrol, Watts. f) Valves (gate, globe, check, ball [full port]) ALFATECH I PIKE 24 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design Milwaukee, Nibco, Stockham, Crane, Apollo, Watts. g) Valves (grooved end) (1) Victaulic, Grinnell, Nibco, Anvil. h) Thermostatic Mixing Valves (1) Symmons, Leonard, Bradley. i) Pressure -Balancing Valves (1) Symmons, Leonard, Lawler. )) Tempering Valves (1) Holby, Watts, Lawler, Symons k) Circulating Pumps (1) Bell & Gossett, Grundfos. Insulation (1) Owens Corning, Imcoa, Certainteed. M) Plumbing Fixtures (1) American -Standard, Zurn, Toto USA. n) Drinking Fountains/Coolers (1) Haws, Filtrine, Elkay. o) Flushometers (1) Sloan, Zurn, American Standard, Kohler. p) Stainless Steel Sinks (1) Just, Elkay D. Energy and Maintenance l . Control Systems: ALFATECH I PISE 25 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design 0) Basic systems that can be monitored within the Energy Management System are as follows: (1) Domestic Water Heater (2) Circulation Pumps E. Conclusion: The plumbing equipment and fixtures shall be low maintenance while being water efficient. All sensor operated faucets are to be electric power. This option avoids having to maintain a battery changing schedule. The hot water system shall be looped to avoid the use of circuit setters. ALFATECH I PIKE 26 -9k ELECTRIC I I I WATER HEATER O 4 8' 16' Scale: 1116" = 1'-0" 32' La Quinta - Maintenance & Operations Center 's Al1 Proposed Conceptual Building Plan +A.0� • Scala 200 1/14"=1'-0' 2 2024-0361 Dale 12/04/2024 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design V. Fire Protection Codes and Standards l . The Fire Protection systems will be designed to conform, as a minimum, with the following codes and standards: a. 2022 California Building Code. b. The National Fire Protection Association (NFPA). C. The National Electrical Manufacturers Association (NEMA). d. American Society for Testing Materials (ASTM). e. American National Standards Institutes (ANSI). f. American Water Works Association (AWWA). g. Underwriters' Laboratories (UL). B. Engineering Criteria 1. Sprinkler System a. The entire fire suppression system is a design -built system, the following criteria indicate design intent and minimum code requirements; fire protection contractor is responsible for assuring that the design intent and minimum code requirements are met accordingly. b. The building shall be equipped with a wet pipe automatic sprinkler system. The sprinkler system shall be modified to accommodate new ceilings and wall partitions. C. The automatic sprinkler system for the building will be designed to meet the required design densities and flow rates of the following Hazard Classifications: 1) Light Hazard: Corridors, Classrooms, Restrooms, Lockers and Public Spaces. 2) Ordinary Hazard Group 1: Mechanical type rooms, Electrical rooms, OF rooms, storage rooms. 3) Ordinary Hazard Group 2: Auto Maintenance Shop. 2. Fire Protection System to include, but not be limited to the following: a. Metered services will be provided in conformance with NFPA requirements. Metered services will be extended to the backflow preventers outside of the mechanical room and connected to the fire sprinkler system. 1) All devices to be concealed from public view, where possible. b. Wet pipe sprinkler system will be provided throughout the project with automatic sprinklers, control valve, drain valve, water flow switches, tamper switches and alarm panel designed by the Fire Protection Engineer. 3. Fire sprinkler system to be a wet pipe sprinkler system and designed to NFPA 13. 0) Mechanical spaces shall be designed to Ordinary Hazard density of 0.15 gallons per minute per square foot over 1,500 square feet maximum. Provide corrosion ALFATECH I MMME 27 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design resistant standard response wax coated brass heads rated for 200-degress Fahrenheit. a. All public and back of house spaces to be designed to Light Hazard density of 0.12 gallons per minute per square foot over 1,500 square feet maximum. b. Concealed quick response type sprinklers to be used throughout public spaces. C. Maximum head spacing shall be limited to 200 square feet for Light Hazard, 130 square feet for Ordinary Hazard. d. Hydraulic calculations (by design -build fire protection contractor) to be based on pressure available at point of connection to on -site water supply. 4. Provide concealed heads throughout the building. Provide dry type heads at exterior locations. C. Material Interior - Fire Protection, Aboveground a. Black steel Schedule 40, up to 4-inch, and Schedule 10, 5-inch and larger. D. Equipment and Plumbing Products a. Refer to section IV.D. for approved equipment and products E. Energy and Maintenance Control Systems: a. Basic systems that can be monitored within the Energy Management System are as follows: 1) Fire sprinkler flow switches 2) Fire protection valve temper switches F. Design and provide a Pre -Action fire suppression system for the Main Distribution Frame (MDF), Intermediate Distribution Frame (IDF), Evidence Property Storage, Bulk Evidence/Property Storage, and the Radio Vault Rooms. Detection system will be cross -zoned or counting zone photoelectric detectors. Minimum two detector activation required before discharge sequence can begin. Quantity of detectors shall be determined by air -flow within hazard area but not exceeding 250 square feet per detector. Minimum detection per room is 3 counting zone detectors. ALFATECH I QME 28 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design VI. Technology A. Codes and Standards 1. ANSI/TIA 568- O.D - Generic Telecommunications Cabling for Customer Premises, 2009. 2. ANSI/TIA 568-1.D- Commercial Building Telecommunications Cabling Standard, 2009. 3. ANSI/TIA 568-C.2 - Balanced Twisted Pair Telecommunications Cabling and Components Standard, 2009. 4. ANSI/TIA 568-3.D - Optical Fiber Cabling Components Standard, April 2002. 5. ANSI/TIA-942-A - Telecommunications Infrastructure Standard for Data Centers. 6. ANSI/TIA 862 - Building Automation Systems Cabling for Commercial Buildings, April 11, 2002. 7. TIA 569-D - Commercial Building Standard for Telecommunications Pathways and Spaces. 8. TIA 606-B - Administration Standard for Commercial Telecommunications Infrastructures. 9. J-STD-607 - Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications. 10. Underwriters Laboratories (UL) 11. International Standards Organization/International Electro technical Commission (ISO/IEC) DIS 1 1801, January 6, 1994. 12. BICSI Telecommunications Distribution Methods Manual. 13. EIA Testing Standards. 14. NEC Article 725 15. NEC Article 800 16. TIA 568A/B 17. UL 294 Access Control System 18. UL 827 Central Station Alarm Services 19. UL 1481 Burglar Alarm Power Supplies 20. UL 1610 Central -Station Burglar -Alarm Units 21. UL 1981 Central -Station Automation Systems 22. International Building Code (IBC) 23. National Fire Protection Association (NFPA), National Fire Code 24. National Fire Protection Association (NFPA), Life Safety Code 25. National Electrical Contractors Association (NECA), National Electrical Installation Standards 26. Federal Communications Commission (FCC), Communications Act of 1934 27. All applicable local, municipal, and state codes and statutes ALFATECH I QWE 29 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design B. Low Voltage This section describes the initial design intent for the horizontal low voltage cabling infrastructure including the ER/MDF and TR/IDF rooms. Pathways a. Wire basket tray will be used as required through the office space to effectively route horizontal low voltage cabling from the ER/MDF or TR/IDF rooms. b. In open ceiling spaces, conduit would be proposed between the basket tray and the work area outlet locations. C. In suspended or closed ceiling areas, j-hooks would be proposed between the basket tray and the work area outlet locations. d. Basket tray sizing would be based on the total quantity of cables, using a 40% fill ratio. 2. Equipment Rooms and Fittings a. 2-post equipment racks will be proposed to support patch panels and network equipment. b. 4-post racks or cabinets will be proposed should there be servers or other equipment requiring 4-post mounting. C. Two (2) L6-30R (208V, 40A) circuits will be proposed for each equipment rack or cabinet. d. Two (2) Rack PDUs will be proposed for each rack. One connected to a rack mount UPS, the other connected to utility power. This provides power redundance should either the UPS or Utility source fails. e. One (1) 5kW Rack Mount UPS will be proposed for each rack that contain active electronics that may include network, servers or storage devices. Ladder Runway will be proposed to support all overhead cable routing within the equipment rooms. g. Vertical and Horizontal cable management will be proposed to support the routing of low voltage cable and patch cords. h. A ground bus (TMGB) will be proposed to properly ground each rack or cabinet and the ladder runway. 3. Horizontal Cabling a. Category 6 cable will be proposed for all work area outlets including workstations, AV, cameras, printers requiring wired network connectivity. b. Category 6A cable will be proposed for all Wireless Access Point locations. C. Faceplate will for hardwall locations will be proposed to match electrical in color. d. Faceplates for workstations and floor box locations will be coordinated with the furniture selections. e. Proposed products will be Panduit, Leviton, or Ortronics unless the owner has an establish standard or preference. ALFATECH I MWE 30 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design 4. Backbone Cabling a. If multiple equipment rooms are required, 12-strands of Multi -Mode OM4 fiber will be proposed between the MDF and OF rooms. b. If multiple equipment rooms are required, 12 copper CAT6 patch panel tie will be proposed between the MDF and IDF rooms. 5. Owner Furnished Equipment a. It is assumed the owner will provide all network equipment including but not limited to Routers, Firewalls, Switches and Access Points. b. We will propose that the low voltage contractor will install the Access Points and capture the serial number and MAC address for the owner. C. We will propose that the low voltage contractor will install the Network Switches and install all patch cords within the equipment rooms. d. It is assumed the owner will be responsible to order all Telco / ISP services. G. Security 1. Access Control a. A hardwired access control system will be proposed. b. If the access control system is to be integrated with an existing enterprise system, we will propose a compatible solution suitable for integration. C. Card readers will be HID and coordinated with the architect for door hardware coordination. d. Door contacts will be proposed at each access -controlled door. e. Access Control panels will be proposed to be located within the ER/MDF and/or the TR/IDF room. f. Access Control cabling will be proposed to be provided and installed by the security contractor. 2. Video Surveillance a. Cameras will be proposed at each access -controlled door. b. Additional cameras will be provided based on owner requirements. C. All cameras will be proposed as PoE cameras. d. Data Cabling for all cameras will be proposed to be provided and installed by the low voltage contractor. e. Cameras will be proposed as 2MP for indoor and 5MP for outdoor. f. An onsite Video Management System (VMS) / Network Video Recorder (NVR) will be proposed. This solution will provide both onsite and remote / cloud -based access for remote monitoring. H. Audio Visual 1. Conference Rooms a. Audio Visual solution capable to support video conferencing will be proposed for all conference rooms. ALFATECH I QQSE31 Re: La Quinta Fleet Maintenance Yard Mechanical, Electrical, Plumbing & Fire Protections Basis of Design b. The video conference solution will be proposed as a soft codec solution, supporting all video conference software solutions that may include Microsoft Teams, Zoom, etc. C. Depending on the size of the room, supplemental speakers and/or microphones may be proposed. d. LED Displays will be proposed for all displays up to 90". If larger format displays are required, projection will be considered. 2. Digital Signage a. Digital Signage locations will be proposed as required by the project. b. It will be proposed that Video content be provided with the use of a Brightsign or equivalent media player. ALFATECH I E 32 APPENDIX 8 La Quinta - Maintenance & Operations Center e Appendix 8 - EV &Site Lighting Basis -of -Design =Ap8.0 RY +A0 : 207 Scale Date 12/12/2024 EV Basis -of -Design EV system shall be classified into two (2) systems: a. Public Parking Lot- Cal Green Minimum Requirements b. La Quinta Maintenance Yard future EV Fleet -As required Public Parking Lot a. Level 2 chargers 1. 40a/2p Breaker Per Stall b. Quantity determined by Cal Green Building Requirements c. Specifications shall be proposed per: 1. Cost 2. Availability 3. Long Term Maintenance 4. Power Availability Private Maintenance Fleet a. Level 2 or Level 3 chargers 1. City preference: 1. Cost Limitations 2. Power Limitations 3. Required charge times Quantity Determined by City 1. Locations determined by Consultant team Specifications Shall be proposer per: 1. Cost 2. Availability 3. Long Term Maintenance 4. Power Availability b. Level 3 Charging 1. DC Fast 120kW-480kW Chargers 2. 480v Required 3. CCS1 or CHAdeMo Connections 4. Networked solutions via LAN, 4g or WIFI 5. Remote Management 6. Redundancy power modules allows charger to operate if a power module fails 7. Dual port Despenser 8. RFID Authentication c. Level 2 Charging 1. 80amp Charger 2. 19.4kW @ 240v 3. Dual port Despenser 4. Highest Level 2 Charge time 5. CCS1 or CHAdeMo Connections 6. Networked solutions via LAN, 4g or WIFI 7. Remote Management 8. Redundancy power modules allows charger to operate if a power module fails 9. RFID Authentication 4. Power for EV systems shall be per dedicated utility service a. Size of service to be determined by EV quantities and Power requirements of Chargers b. Location of service to be determined by Utility system constraints c. Utility coordination for new EV service to be provided by others Existing EV System a. Existing EV system to be demoed and returned to City for disposal b. Existing power and infrastructure for current EV system to be abandoned in place Site Lighting Basis -of -Design 1. Lighting shall be consistent with adjacent park lighting (regarding specifications) 2. Light levels shall follow industry standards (IES recommended practices) 3. Lighting shall comply with Muni Code 9.100.150 4. Building mounted wall lights shall be coordinated with architect to provide maximum light coverage as it relates to the site. 5. Lighting designs shall comply with title-24 requirements La Quinta - Maintenance & Operations Center Appendix 8 - EV & Site Lighting Basis -of -Design Ap891 RY+A0208 Scale Dale 12/12/2024 APPENDIX 9 La Quinta - Maintenance & Operations Center Appendix 9 -Completed Questionnaire Ap9.0 RY+AaO209 Scale Dale 12/12/2024 !Nttiwvwmce & Operatiuus Yard -Street Maintenance Maintenance & Operations Yard -- Security Mainte ounce & Operations Y-urd - Audio /Visual Qsestionuairr On behalf of RY+ Aid, your functional group lim heen identified by City of l.a Qiu nta. as 4 stakeholdor to be locarcd at the new Maittttmanee & 0perations Yard. We arc soliciting your input to assist us in fully underslaridtng the conceit and future business operal ion requirements. if you could kindly take a inoment to identify the following: 1. Please provide an organi=ion chart for your group, number of weatcd individuals Iocalet] on site at prrs;cnt and falare growlli or ccn[net -1on for the group. titr4css aril/ `+tnrrnt�'ater 13ttpetit�tt3�{le_-nt, k4:ad f�3ain:cn$nLL 11��Frkcr, i 'i tie �1!.iii��ti�=ems; Workers, (? r h'ltiinrmance Worker i 2. Identify operational hours. Does the organization work in shifis or is the entire erg-mixa[ion sealed ur ofriced throughout the day`? Please identify standard hours cf aperat!on- Plrase identify any emCrgcncy aperatioris. DA0 kr[)Ik-whL.Julo stillins ut 4:10 wii mid ejiding Itr 310 fin. T1 tew iw u "Duly Plitoic crciv oftiyt5 (?) that could neat toacccs. III c Fried after hours. l_ List the physical assets which will be required to support the business and operation on the accompanying Ecli pnrient list spreadsheet. including utility require-mvulh. WoulJ by niicr to have a fire 11vdmuI mA sty a�,cti,;ihIc far'the er• truck. Fuel purttf-, aad i1 tiwnsli out pie wotild be grrut iFIL-otric of rialun l l;us. if nMr X1) No i. Do you foresee any advances in technology that will change your worktorce? 3_ Future Growth- Identify Future growth requirernents (FTE's,assets,space, infrastructure -power/ FfVAC I ele.) Hztnt iiI mi y. SIrcr14 inigiit gt.t :t pluti situ2 On beh al f of ICY*-AQ and the City of La QLim ta, we are saIiQiting your input to asmst us in Fully understanding the current and future operation tcgteiremenis for the City'.; Maintenance &. Op-dration Yard. if you could kitxlly take a moment to identify the following.. I . Wliat saf`r,-ry aiid seouF!ty concerns are required to be addressed in curreat Yard Codcd guts entmac;c. Emplatvoo badge kiosk Untrrnee fUf Urrildi1ig. Shcr l} ctuncru for erriire bui iding and yard. 2. What operating ursits require the support al'the safety group? N A ai Identify assets, sat'ety cquipmcnt, furniture (desks do chairs, storage cabinets) b) 1)o we need to provide conduits 10 connect to other buiIdings'} Ytis, cottrrect tih.:r optic to city hall acrvars, c) Are there site assets that Security steeds connection In? (Antenna, mtethw dishes, ctt;.) N.'.A d) Is Acre a necessity of a Security Offtcr or booth or storage space? No e) Does any tither groups share the security equipment room? -No t7 Docs any ofyow work require Ixkablc storage 011� IuckinV h1c cii11int-E, 3. Please identify any FTE supporting Serurify in the current Yard- N: A 4. lderi fy Futitre growth regUirl:mCnls (FIFE's, assets, space, infrastructure including powerf HVAC ; etc.) N ; A 5 Please idmliFy access unntrul rar_luircrucnts For entry to and exit fro n the Yard. I'rcl'Crrctl 11Algr entry S V2 IC m for yard Ltnd Liu ih1111g. 6. Please identify the other mcluirements for secure spaces within the Yard. h i Uri hehalFoFRY4-A0 and the City of La Quinta, we are soliciting your imttt to assist us w fully understanding the existing AV capabilities and future AV dcsires 10 confirm future operation requirements. If you could kindly take a moment to identify thcfbHowing: 1. Asset r%Nuirement for AV in existing Mairttenatce & Opera tmns Center; 1) What operating units require AV support? The cnntcrcnee room or the training rtn}m Shashi have IIie capa€>IiIities to sEne w, the back up E tx'_ The training room should have AV capabiIittcs for tole inrctings. 2) Ident4 asset. equipment, racks, furniture (desk & chair, storage cabinets, etc.) Thcn Is(•e A I- N1VIt: desks, 16 Rvo d n w c r fila' 4fib inc.iw, 9' FIjur xliklvdd bookahr:Ives. 9 office t;apiain's chairs. 30 o iec Chairs, large printer. 12 desktops -docking stati mis, two refrigerators, -and four nucrowav�%_ 3.) Arc there any sits assets that AV cquipmcnt conrlecis to? (Such ay aniennas. satellite dishes. the microwaveitclecom tower. etc.)? No 4) What is the rnaxintuin distance ftar thaw AV aquipmenl to AV terminals U i i knu1t-n 5) HVAC cooling requirement (dnes it requires rcdundanev power backup` Does the T4VAC system iieood to real as an ii-Arpendvilt Syltern?) l'Ilk110i, << 6 i Are there any future requirements that may change the• size of the AV raotnlclosetw ifso, please identiiv, l.inlminwas 2. is there any F FENendor supporting the AV systems.? 1 f so, please identify who and how many? Visual Edge IT 3. Future Growth. Idendfy future 817OWL11 reyuirements (FfE-s, assets, space. infrastructure. including power/ HVAC/ etc.). C'urmntly there will he 3; FTF's hua.iwd a I h v now M & 0 ccnttar. l 0- IS post:ihle gm wlh ail F^TF's La Quinta - Maintenance & Operations Center 's • Ap`991 Appendix 9 - Completed Questionnaire+ .O Scale � _ ��+#tlRIUgPJtr �. � Job No. 2024-0361 Dale 12/12/2024 Alai oicoo nce & Operatiuns Yard-TraFTc 0perationx 1410n(ens nce & 0perations Yard -Public Workm Maintenance & OperaFiens Yard -Park & Landscape Mainwriatnce On hehalf DFRY+-AO, your functional group has been identified by City of La quinta of a stakeholder I be located to the new Maintenance & Operation Yard. We are soliciting your input tic Assist us in fully undcrstatnding the current and future business operation requirements. If you could kindly take a niamniit to identify the fallowing. 1. Please pro} do an organization chart far your group, number of seated individuals hicattd on site at pn-,sent and future growth ur con tructian for the gmup. 4.)rg Chad pruvided. 3 FTE-sL noel till future growth t:spccled - Traltic opera tions will only need a hay and a workspace. The Traffic ONt iflns ('inter evil I coFitinue Ice Opttrnle Out arCiLy linll- 2. Identify operational hours. Does the organization work in shifts or is the entire oT;utiWtion seated Dr oniced lhroughout the day" Please identify standard Flours of operation. Please identify any emergency nperations_ 5: 0ant-3:00pnt. no shifts. 24hr rnlcrgcrac; rc+ixm,c, 3. List the physical assets which wil I be required to support the husines, and operation an the accompanying Equipment list spreads] reet, including utility requirements. fksktop oriicickingstotli,n with milltiplc serviiYr. 4. Do you foresee any advances in technology that will change your workforce? Yes I III analgcrne a :clftWarc, S. Fttture Growth. Identify future growth requirements (FTE's, assets, space, inIhistrucf mr-povkavi HVAC 1 eir.) VA Public Works has been identified by the City of La QuIn[a as the primary stakeholder to be located to the new Maintenance & Operations Yard. On behalf of ICY+AO arld the City, we are soliciting your input io assist us in filly under-ainding the current and future busineNs operation ieguircmcats. If yuu could kindly take a tin mentto identify the following: 1. Please provide an organization chart for your group, nLimber of seated individuals located oTi sits at present and f;tture growth or contrnctimi for the group. 'Tile FICet & Facilities tal III is cuntpr-1wd nl (4) 111divIdusls with grr3wIli palent ial aC5-6. 2. Identify operational hours. Docs the organization work in shifts or .is the CBdre organization seated err officed throuC-bout the day? Please identify smndard hours of operaton. Pleas iamliry any cm+;rgwwR ;yr operations. li & F star/ work 3-3t}-3:{]0 3. List the physical assets which will he required I suppoii the husinexs and uperalr6n on Lhe accompanying Equipment list spreadsheft, including utility requirentettts. Spreadsheet provided with a iist of all assets. 4- Do you Iarc-sec fitly advances in technology that wiII change your worJkfurce2 Yes. 5_ Future Growth. Iile3ilify fulure growth requirements (FTE's, assets� space, infrastrtic- m-power/ HVAC i etc,) Office space, minting space. bay or shop %Vacs, wt+rk trut: k-,. I�poh, aIid cgaiprncPit for Faciliriur and Fleet ma On behalf'of RY�AO, your funcliurial gaup has br sn ideniifed by City of La Quinta, as a stalkeJioIder who to be located to the new Maintenance & Operations Yard. and we are soliciting your input to assist us in fully understanding the current and future business operation requirements, If you could ldndlw truce a mornent to identify the following: 1. Please provide an organization chart for your group, number ofseated individuals Iocawd cart site at prescM and fulure growth or cant ractkin fear 1 his grcnip. 2. identify operational hours. Does the oretrnrradon work in shiftti or is the entire organi.zntion scatcd or officed throughout the day: Please identify standard hours of o} cmdnn, P1mse identify any emergency nperation s. - Typically, staff work; (ruin 53D am it) .1A10 pm. They im:ay wank early or late depending on %pm-,iiI pr ujoins OFCYents. List the physical assets which will he regquired to support the business and op,,;ration on the at company i ne- Equipinertt list aprcadshect, including utility requirements. Staff wok LId hcnetii from having upclatcII iPicis with Internet access In Illy itI:Id. AvL•ess to Iltc R and S driyc, would alI&w stuff' to w,.ffk tfticlently riom the field. 2. Do you forsee any advances in technology that will change yDur workforce? AsseI management wi l l bring In none tethndlcl�*yisaftivaru, maintenanca staff wi11 have to learn to work with GIS. The City curmrid v utilizes Rainh[rd iQ irrigttticrn cuntroIlers. wVwnit] a]Iy dwr4 %kill he utu• iechnoIogy Lti fQpl ute 34hLit is cuI=tly in u4c. Future Growth - Identify rutum growth requircmvnm (FTE's, assets, Space. infraKtructwe-powcrl ITVAC i etc.) in tbtK last few• years the City has 17,rilt two lltrw pitrks, should snore Ott rks he Lsuilt. ur Sltiaauld the city IshtalIIt lllan ILind. u ddiIRrEnLI htal'r,Ariil b� neudod to muinlain any ncw harks andt'ctr strutt Lind parrkway landsc.ipes. La Quinta - Maintenance & Operations Center Appendix 9 - Completed Questionnaire Ap9.2 RY+AaO Scale 211 Job No. 2024-0361 Date 12/12/2024 APPENDIX 10 La Quinta - Maintenance & Operations Center 's ApIO Appendix 10 - 2020 Programming Study by GPA RY+A0 5 e e 212 2024-0361 Dale 12/12/2024 February 26, 2020 2019/2020 Needs Assessment for the La Quinta Maintenance Facility Campus Master Plan City of La Quinta DRAFT�� Elm] I:K*l 9010]'Ll k I A Ll k K III TABLE OF CONTENTS i METHODOLOGY PROJECT TEAM 06 09 ES * ��sx0nmSe0�o�S%w[ns �woOo3nvpmDmS lU SUMMARY OF EXISTING CONDITIONS 13 SPACE RtdUl*kMWU SO��m��y��c�nO�'��sxo�@�.��m��V��----'--'----'-------'-------'-------'----'--'----'--l� AxDIGmAgLE.(NET�sPWE� Foc�U�\��'��O�V�n�'��Col�ngDox�V��c��c�--�--'--'----'-------'-------'----'--l� S4��nv��'o��s�csT��mm�x��-''-'--'--'-'--'--'-'--'----'--'----'--'----'--'----'--'----'--'-'-'.!� SoM.M.Amvpcn�.FumC.T.I�O.N�A.L.�G.R�cmp-.......... .................. .................. .................. .................. --.................. .................. .................. .................. .................. ............... l.8 SUMMARY PER �SPACE �TYPE -�-----'------------------------------------------------------------'----------l� Ex§�m��cxxpu��sg��@T---.--'----------.-------------------------------------------------------------.�g Exu�m��g��a4��cg��'----------------------------------------------------------'----------�l EXISTING SITE pRcx��s��uom��vw�nxg -----'-------'-------'-------'-------'-------'------------'-------'----------u� PROPOSED- FACILITIES -'--'----'--'----'-------'-------'-------'-------'----'--'----'--'----'----------�4 pnO.P.O.S..E..D.-..DA.8K�S./.LA.ND0{.A.P..E'--'.......... ----'.......... --.......... --.......... --.......... --.......... ----.......... --.......... --.......... --.......... --'.......... ----.......... 26 pROPO8.E.Q-..�DE.E.T.�------'-------'-------'----'--'----'--'----'--'----'--'----'-------'-------'-------�� pROpOD�P-�I�FF�C''----'----'--'----'-------'-------'-------'-------'-------'-------'----'--'--'-'--�o pRDP�D��.��N.88�8D-.--'-------'-------'-------'-------'----------------------------'-------'--�2. FROM8ED-fLBINEHICLE.S..---�----------.......... --.......... --.......... ----------.......... --.......... --.......... --.......... ----------.......... -----.8X pR{UPOE.D.7-0I '------'--'-'--'----'--'---'---'----'--'---'.04 �COMPARISON TO 2D0\�DESIGN �CRITERIA, 'MAINTENANCE YARD MASTER �PLAN ---'----'--'----'--'----'--'----'--' ....._......................................................................_............._......_......................._......_............._......................._......_............._......_......................._......................._......_............._......_......................._......_........... SPACE STANDARDS .----'-------'------------------------------------------------------------'----------4l -.......... -.......... -.......... -----------.......... -.......... -.......... ----------.......... 42 -.......... -.......... --.......... -- 44 za Qaigra CN of La Quinta- Corporate Yard _"4s Assessment Report DRAFT ......................................................... PAGE INTENTIONALLY LEFT BLANK............................................................... 4Q"fr�, — G. -M a 4i. Dir:AT -- City of La Quinta- Corporate Yard Needs Assessment Report www.gporchitects.org * Page ii of ii y DRAFT PROJECT INTRODUCTION EXECUTIVE SUMMARY Gillis and Panichapan Architects Inc. (GPa) was appointed to complete this facilities assessment to help the City quantify the magnitude and costs of reconfiguring the existing 2.8 acres site for the City of La Quinta Corporate Yard, The City intends to construct a new corporation yard building to house its Maintenance Office, Crew Quarters, Secondary Emergency Operations Center, and if feasible ambulance services. It is also intended to adjust and/ or modify the related exterior enclosed storage facilities. The City's Maintenance Yard Master Plan was originally prepared in 2008 and may or may not represent the current need, In addition to the Maintenance Yard Master Plan prepared in 2008, City staff had prepared a facility needs assessment in 2018 as part of the La Quinta Academy work, The community is also requesting eight additional pickle ball courts be added to the existing amenities within Fritz Burns Park, Any additional park amenities will require additional parking capacity, GPa will review the existing and proposed uses within the 10-acre shared site to determine if additional pickle ball courts and associated parking can be accommodated and where. The amount of space determined for the reconfiguration of the City of La Quinta Corporate Yard depended on several key factors, including the number and deployment of staff to be accommodated, expectations of operational needs (levels of service, types of equipment, etc,), allowances made for operational support areas (such as locker rooms, meeting areas, training areas, etc,), the needs for special operational areas, and calculation of circulation and access needed within the site, The computations of these elements were based on a sequence of intensive evaluation beginning with data collection and analysis of each functional group, The data collected were then juxtaposed to long established industry and government standards and refined based on specific operational needs, The data showcased in this report illustrates the projected quantity as well as square footage and adjacency requirements for each division considering both current and future needs, The report tabulates the data onto charts, translates it into space standards which are then developed into the site diagram that illustrate a more effective and efficient site layout for the future facility, The site diagram is used as the basis for developing a statement of probable costs of the potential future facility. This allows the Cityto analyze the needs on an individual functional group basis, and also to examine how individual functional groups together can share amenities (space and resources) for overall efficiency in operations as well as cost effectiveness in building a new facility. The methods, as well as, the results of the investigation documented in this report demonstrate that the building space offered by the current existing facility is not adequate for the current and future calculated needs for an optimum operational efficiency. Please note that with each iterative process, the square footage will become more refined and does not necessarily reflect the initial overall square footage depicted in the space requirements charts, This occurs in part to industry standard circulation factor that was applied to the square footage found in the space requirements charts, This circulation factor was refined through the use of central spine (hallway) that minimized the need for additional circulation/hallways, With this, the building square footage was reduced while maintaining the functional needs of the facility. Q"tra a& �,FMnfd+fiFSrAT — IV a CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 01 of 67 �ONE PROJECT INTRODUCTION 1 ' INTRODUCTION The purpose of this report is to determine the essential current and future program needs for the Corporate Yard Facilities and to quantify the needs for a potential reconfiguration of the facilities. The assessment was based on the current and future needs of the organization, each of its functional groups, along with requirements of individual staff, and a review of the overall operational needs of the City. Current and future furnishings, fixtures, and equipment also played a role in tallying space requirements and establishing standards for the requirements of the future campus. The assessment of future needs is intended to accommodate build out of the City as envisioned in the Master Plan. Currently, the operations functions for the City of La Quinta Corporate Yard are sited within a campus at 78106 Frances Hack Lane. The newly reorganized Corporate Yard- Facilities, Parks/Landscape, Streets, and Traffic Operations compose the current existing campus. Storage for community events as well as backup emergency services storage is currently located on -site and will be a part of the overall needs assessment. Some of the supervising offices and functional groups are located in City Hall, but with the new reorganization, all of the Corporate Yard will be accommodated at the Corporate Yard site. The reconfiguration of the facilities can provide an opportunity for the City to consolidate and improve operations, provide efficient and adequate work space for City staff, and better serve its residents. The Final report will includes a conceptual site block plan based off the future space requirements noted above. While conceptual in nature, the analysis focused on identifying the essential required areas and optimal spatial adjacencies to portray the required potential site parameters. Lastly, the conceptual site plan is used as the basis for developing a preliminary cost estimate to determine the financial feasibility of the new facilities. The following is a facilities assessment report that examines the overall challenges, programmatic and space needs for the City of La Quinta Corporate Yard to determine a course of action in terms of acquiring a new site that fits with the essential needs of the facilities now and into the future. This report assesses the conceptual size and configuration of the campus for the existing site: • Detailed Summary of Office, Shops, Support Spaces, Interior Storage, Exterior Covered Storage and Exterior Open Storage Space Needs (along with associated parking and circulation) • Recommendations for Site Area Required • Recommendations for Building Area Required • Preliminary Estimates Cost for Buildings and Site Work (Stage 2/Final Report) City of La Quinta- Corporate Yard Needs Assessment Report Page 02 of 67 www.gporchitects.org i DRAFT PROJECT INTRODUCTION GOAL AND OBJECTIVES The goal of the facilities assessment report is to quantify the amount of space that would be needed to enable the organization to operate more efficiently and effectively to meet the future needs of the City as envisioned in the Master Plan. This following facilities assessment will outline some of the essential requirements associated with the reconfiguration of the City of La Quinta Corporate Yard. This report will address the upgrades and space needs of the organization at a programmatic level. Key items are assessed and reviewed for overall impact to function and spatial organization for the current and future facility in this report. The objective of this assessment is to quantify programmatic needs, size and parameters, and to determine an overall scheme that would be most optimal creating a "checklist" of essential requirements for the potential reconfigured site. METHODOLOGY In order to correctly identify the spatial requirements of the City of La Quinta Corporate Yard we worked closely with selected team members throughout the facilities assessment process. In the initial meeting, we presented the firm's planning approach, and over the course of several weeks we conducted several interactive meetings or "workshops" with team members to present and discuss the current and future operational plans. These workshops helped confirm current and future needs, project expectations, and time -line. Pertinent information for this document was collected through these interactive workshops. In addition, we conducted a tour of the existing facilities and made observations on its current operations, and assessed how current and future needs would integrate optimally and efficiently at the site. We compared our information to the phased plans and existing building information summaries from Design Criteria- Maintenance Yard Master Plan, City of La Quinta, California completed in 2008. These methods listed below helped identify potential programming solutions for the future facility. • Kick-off meeting • The assessment was initiated with an introductory meeting with the City representative team members to convey GPa's programming approach. This meeting established project expectations, product deliverables, and time -line for this stage and the overall needs assessment process beyond. The kick- off meeting was followed concurrently with a facility survey. • Facility Survey • Prior to the formal reassessment stages, GPa conducted a general survey of the existing spaces and inventory of essential furniture fixtures and equipment for the campus facility. We assessed and documented equipment storage needs indoor and out at the operations portion of the campus to verify and update the 2008 Master plan. On an individual staff scale, notably in the administrative functions, we assessed the needs for everyday tasks in terms of space, equipment, and furniture and the relationship to their individual departments. We assessed requirements for shared space and amenities needed; quantity of staff, conference rooms, equipment and storage requirements and inter -connections between departments. Much of this data was collected through observations and interviews conducted through chosen City representatives. • On a campus level we investigated site boundaries, zoning, and setbacks would be reviewed to ea G4&(V �,FMnfd+fiFSrAT — IV a CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 03 of 67 PROJECT INTRODUCTION DRAFT determine the best positioning and areas allocated for various functions, parking, and circulation areas needed. We also performed visual assessments on topography, views, context of the site for program placement. This brought about the quality and constraints of a specific site to light as it relates to the organization of the new proposed facility on a programmatic level. Interviews and Documentation • Next, we worked interactively with the City assigned team members to provide an analysis of the current facility needs. This can be done via conference call or online meeting coordination. This information was used to document computed space requirements for the future facility. For an effective assessment, assigned team members should be representative of all levels of the organization chart (i.e. Department Head, Supervisor, and Staff). • Both existing and projected space needs is provided in a graphed chart per personnel and department. A summary each with charts describing needed spaces per individual department and staff by title and description, along with projected areas anticipated would be provided. Workshops • During the process of documentation, organized workshops were provided to share our findings. We planned on having two workshops as the programming document develops. Draft space programming documents was presented for input and guidance for iterative refinements. • The process will provide and review the following; • Projection of staff levels in administration and operations to compare • Suggested work space layout- depict optimal furniture layout for work areas and individual personnel areas. Suggested furniture space layout concepts for common spaces per department and the overall Department would be provided. Each space will be correspondingly charted by size, type, and description. Associated information for parking tallies for personnel and public spaces will also be provided. • Spaceadjacency- portrays diagrams demonstrating preferred relationships between each personnel and/ or respective support spaces. • Storage needs for Operations; could include department vehicles, specialized equipment. • Site Parking requirements and outdoor amenities. • Needs for use as an agency emergency operations center. • Projection of needed public spaces After obtaining a general idea of the operations and space I City of La Quinta- Corporate Yard Needs Assessment Report Page 04 of 67 www.gporchitects.org NEEDS ASSESSMENT —_—__—_—__—_———————EL �/ KICK OFF MEETING' O z I I' FACILITY SURVEY' a a I I INTERVIEWS & DOCUMENTATION I WORKSHOPSi z (� ------------------ STAGE 1 REPORT 1 SPACE PROGRAM: ING — — — — — — —� — — — ----- --- -— ---- — -- - - -- 1 I CAMPUS PLAN DIAGRAM! Y g 1 I' BUILDING PLAN DIAGRAMU g I PRESENTATIONS, m Q 1 r` WORKSHOPSi- -----------------01 — — — — — — — — — — — —— — — STAGE 2 REPORT 1 CONCEPTUAL MASTER PLANNING — — — — — — — — — — — —N- — — I 1 I CONCEPTUAL MASTER CAMPUS PLAN I I CONCEPTUAL FLOOR PLAN I I ZONING EGRESS, & CODE REVIEW I STATEMENT OF PROBABLE COST,' — — — — — — — — — — — —— — — EXECUTIVE REPORT & SUMMARY 219 DRAFT PROJECT INTRODUCTION NE needs, we gathered the information and compiled a space facilities assessment document in the form of data charts that illustrates the current space/area requirements. This information can be found in Section 3- Space Requirements. Both depict required area in square feet. We developed the office space standards to depict typical required room layouts for the future facility (found in Section 4 - Space Standards). We used this information to develop the proposed block diagrams for each functional group illustrating required and ideal space adjacencies. These space adjacencies were then assembled in a site scheme to depict an ideal future campus/ space configuration for the new site. These block diagrams would convey the ideal size, positioning, and location of spaces drawn to scale. Individual private offices, open offices, restrooms, storage, and common spaces etc. would be depicted within along with main circulation areas. Distinctions between public and secure personnel space would be depicted along with zones of site circulation corridors, and public and personnel access control. On a site level, it can depict zones of designated parking, secure areas, outdoor storage, and shaded protected zones. Block Diagram Development (Parti Diagram) This stage would offer a twofold direction with diagrams depicting how spaces and programs would optimally interconnect: • Campus Plan Diagram- Provide Layout in context of existing Campus. A new Parti Master Plan placed conceptually on the current site: On top of the current campus plan, we would superimpose a scaled space adjacency diagrams depicting specific spaces in relation to their location and their associated sizes. This would also show the possible scale and configuration of the new footprint on top of the current facility site to provide context for advantages and limitations on the current facility site in terms of space and access. • Building Diagram Plan (New Administration Building or other buildings): On top of the campus plan, we would provide a detailed space parti diagram for a new administration building space and other buildings if determined needed by the programming documents that have been developed by this stage. Presentation and Workshops • After the completion of the initial block diagrams, we would organize interactive workshops with team members to present them, gather input, and gage reaction during these meetings. Iterative refinements will be made to the diagrams after sessions with the City team. • An associated Conceptual Statement of Probable Cost (SoPC) will be developed for the block diagram scheme based on a current construction cost index on the general proposed building area on a unit cost calculation. • This will assist the City to decide the best direction to move forward for budget and effectiveness for developing the future facility. Final Report • A final report booklet will be provided to formally organize: • Colored block diagram layouts drawn to scale: Campus Parti diagram as well as Individual Building Parti Diagram • Summary of critical needs for the site in terms of clearances, access, minimum sizes, etc. • This report will contain information and assessments that will be the foundation of the development of a formal campus master plan and architectural floor plan. This option would develop the plan that would move forward to the next formal stage of assessment. DELIVERABLES a& Q"Irev �,F,UAnIdvfiFSrAT — IV a CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 05 of 67 PROJECT INTRODUCTION Waw This project includes the following deliverables for the Stage 1 Report; • Space Needs Validation (See Section 3- Space Requirements) • Space Standards Diagrams (See Section 4- Space Standards) PROJECT TEAM We worked closely together with the City of La Quinta and NAI Consulting which reviewed the project progress and provided necessary information pertaining to the project. This team consisted of the following members; John McMillen City Manager - City of La Quinta Gil Villalpando Assistant to City Manager - City of La Quinta Bryan McKinney Public Works Director - City of La Quinta Julie Mignogna Management Analyst - City of La Quinta Nick Nickerson Project Manager - NAI Consulting The team of consultants facilitating this study included the following key members; Jack Panichapan, AIA Miranda Luce Principal in Charge, Gillis + Panichapan Architects, Inc. Designer, Gillis + Panichapan Architects, Inc. City of La Quinta- Corporate Yard Needs Assessment Report Page 06 of 67 www.gporchitects.org i DRAFT PROJECT INTRODUCTIONONE ............................................................... PAGE INTENTIONALLY LEFT BLANK............................................................... CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 07 of 67 DRAFT ......................................................... PAGE INTENTIONALLY LEFT BLANK............................................................... 4 0"frev — G. -M a 4i. Dir:AT -- City of La Quinta- Corporate Yard Needs Assessment Report Page 08 of 67 www.gporchitects.org i * � 01 kD711 9 PROJECT MMA_7T1'0NTVM THE EXISTING LOCATION The City's Corporate Yard is located at 78106 Frances Hack Lane. The Existing Corporate Yard accommodated the following operations, which have a citywide service area; • Streets, Parks, Facilities, and Landscape Maintenance Division • Traffic Operations • Emergency Services • Event Storage • Surplus Storage • Archive Storage The existing corporate yard shares a 10-acre site with the Park and Fire Station 32. The Park contains a swimming pool, a playground, an open field, picnic tables and benches, restrooms, 6 tennis courts, 8 pickle ball courts, a skate park, a dog park, off-street parking, and a former fire station that is leased to a private ambulance service. Fire Station 32 was constructed as part of the Corporate Yard Phase I Improvements in 2009 and meets the City's current standard and need. z W Q 52N. AVENUE Awl Of. . r _L _+ 1 �Y FRANCIS HACK LANE L N EXISTING AERIAL SITE PLAN scale- n.t.s. Q"Irev a& City of La Quinta- Corporate Yard 7�4s Assessment Report www.gparchitects.org Page 09 of 67 PROJECT--OCATION 1 ' ASSESSMENT OF EXISTING FACILITIES The following summary describes the condition of the existing facilities, their respective location on the site, and purpose of each individual building/ structure. GPa obtained information and documents from the original assessment completed in April 2008 by PB Americas, Inc. titled Design Criteria- Maintenance Yard Master Plan, City of La Quinta, California. With additional analysis and survey, the information in the 2008 document were assessed, updated, and revised based on observations of the current conditions and how they are being used at the present time. The plans depicted within this report show the updated use of space, the alterations of covered parking, and alterations to the site layout (which will be developed in Stage 2). THE CORPORATE YARD SITE: Total Buildings: 10,130sf Employee, City Vehicle and Visitor Parking: 41,580sf Yard Storage: 18,618sf Landscaping and Circulation Allowance: 51,640sf Total Existing Site Area 2.8 acres THE EXISTING BUILDINGS NOTES AND OBSERVATIONS The following is highlighted notes of each of the existing individual buildings' functions and issues on the existing campus based on GPa's observations layered on top of diagrams from the original 2008 report. ADMINISTRATION/PUBLIC WORKS BUILDING Size: 2,160sf (trailer) The administration building contains the offices for Corporate Yard. Some of the issues facing the current facility: • Functional groups are not together and are in disparate spaces. There is not enough communal workspace. • There is a lack of sufficient common areas. • Space is not large enough to accommodate restructured Corporate Yard. • There is a lack of storage space. • Generally, the building is run down and too small. Replaced with a new 36' x 60' trailer. Size: 2100sf The new trailer contains a new single user women's and men's restroom and open office space. From observation of the plan set: • There appears to be a lack of sufficient common areas- conference room, multi -purpose room, etc. • There appears to be a lack of storage space. City of La Quinta- Corporate Yard Needs Assessment Report Page 10 of 67 www.gporchitects.org 2 5 J OLD PUBLIC WORKS BUILDING Size; 2,360sf This building acts as the general shop and storage for what is now called the Streets and Parks/Landscape functional groups. It also acts as a storage and work shop for Traffic Operations. Some of the issues facing the current facility, • The building was not meant to act as a storage/warehouse facility. The current space is too small to accommodate the storage needs of the department. • Makeshift creation of locker areas. • Overcrowded storage areas, shops, workspaces, and lockers. • Mix of uses and disorganization between the trades sharing work areas with informal boundaries. • Lack of clearances for accommodating safe and adequate work. • Disorganized layout between Functional Area spaces. • Currently, the warehouse, although organized, is over capacity with materials and equipment stored on pallets outside the building. • There is not enough clearance for inventory to be moved and organized within the warehouse. • Vendors and customers also have problems identifying a formal location for check -in and receiving. • In the Shop - No room for large prints- furnishings and equipment need to be constantly moved around to accomplish daily tasks. • Ceiling height not tall enough to stack additional supplies with the use of a forklift. EMT BUILDING - OLD FIRE STATION Size; 5,160sf This building is rented out to the City's EMT services. GPa was not able to survey and observe the interior condition of the building. The City has approved the potential demolition of this structure. EMT Services tenants to be relocated. SHIPPING CONTAINER STORAGE Size; 1,840sf The City currently uses 5 shipping containers to house surplus storage. Some of the issues facing the current facility, • Overcrowded/disorganized storage areas. • Mix of uses and disorganization between the trades sharing work areas with informal boundaries. • Lack of clearances for accommodating safe and adequate work. • Disorganized layout between Division spaces. TOOL STORAGE Size; 320sf The City currently use a shipping container to house all the functional groups' tools. Some of the issues facing the current facility, • Overcrowded/disorganized storage areas. • Mix of uses and disorganization between the trades sharing work areas with informal boundaries. • Disorganized layout between Division spaces. 4 Q"trev �,F,UAnIdvfiFSrAT — IV a CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 11 of 67 DRAFT PAINT STORAGE Size: 1 12sf This building is currently used as paint storage for all functional groups. Some of the issues facing the current facility: • Overcrowded/disorganized storage areas. • Mix of uses and disorganization between the trades sharing work areas with informal boundaries. • Disorganized layout between Division spaces. EXISTING AERIAL SITE PLAN N scale- n.t.s. T *a 0"frev City of La Quinta- Corporate Yard Needs Assessment Report Page 12 of 67 www.gporchitects.org DRAFT PROJECTNLOCATION EXISTING COVERED PARKING The existing covered canopies are in good condition. Currently, these areas are large enough to accommodate the current and future fleet vehicle parking needs of the City. These structures are to remain in place and the proposed solution to be developed around the existing canopy layout, if possible. SUMMARY OF EXISTING CONDITIONS Much of the lack of space and inefficient configuration in the City's current facility resulted over many decades of doing what was needed to accomplish daily tasks within the constraints of the existing infrastructure as the needs of the City grew and evolved. The existing facilities at the site met the codes at the time of the original construction but do not meet current codes, are in poor condition, and are not large enough to accommodate current and future needs. This facilities assessment will provide the City a map and guideline to develop a master plan that can be organized into a well -planned strategy for future growth at the existing site to prevent many of the inefficiencies currently occurring today and better prepare for the evolving future of operations. a& Q"trev �,FMnfd+fiFSrAT — CN of La Quinta- Corporate Yard F s Assessment Report www.gparchitects.org Page 13 of 67 DRAFT ......................................................... PAGE INTENTIONALLY LEFT BLANK............................................................... 4 0"frev — G. -M a 4i. Dir:AT -- City of La Quinta- Corporate Yard Needs Assessment Report Page 14 of 67 www.gporchitects.org i * 0 DRAFT �:1►7�� SPACE NEEDS VALIDATION - EXISTING, CURRENT, AND FUTURE The previous section describes existing deficiencies within the current facilities. The space needs validation section categorizes the space for the current and future facility needs and documents the results through the following charts. The space needs depicted in the charts are classified in three distinct categories, existing, current, and future. "Existing" represents the amount of space the existing facilities provide as of the preparation of this report. (This designation is not depicted in the following charts- "existing" is usually depicted for context in a facility that considers the option of expansion and renovation within their existing site/ building(s). "Current" represents the space needed to satisfy the current level of staffing while allowing for operational growth based on the GPa review of the City Facilities. "Future" identifies the total (or incremental) space that would be needed based on future staffing projections provided by the City's executive management team. Future staffing projections were developed based on potential areas of growth or changes in business requirements, but are utilized only for space planning purposes. The Space Needs Validation Assessment is composed of charting area requirements that are used in creating space standards for each type of space respective of each department for the City. SPACE STANDARD The space standards were developed in several iterative stages from the industry standards to meet the City's needs. The development of space standards has been a result of (a) review of existing operational requirements and working conditions of each person, (b) consideration of existing and projected activities, (c) analysis of established standards in use in other agencies, (d) consideration of future trends and the needs and flexibility and adaptability to new activities, and (e) discussion with the various members and personnel of the City. COMPUTATION OF SPACE REQUIREMENTS The calculation of space requirements for each of the functions and operations in the department was accomplished in large part by applying space standards to the staff levels or to the projected support areas required to perform Department functions. The requirement details are tabulated on data sheets for each Functional Group. These detail sheets show items, space standards used, projected quantities, and appropriate square footage requirements at each of the projection levels. *Please refer to the following pages. a& G4&a — �,FMnfd+fiFSrAT — CN of La Quinta- Corporate Yard M Assessment Report www.gparchitects.org Page 15 of 67 ��:1►7�SPACE REQUIREMENTS DRAFT ASSIGNABLE (NET) SQUARE FOOT /USABLE NET SQUARE FOOT /GROSS SQUARE FOOT ASSIGNABLE fNETI SQUARE FOOT In the following space conversions, the floor area allocated to required labeled rooms/ spaces/ items is called Assignable Sq. Ft." USABLE NET SQUARE FOOT To this a "unit circulation" allowance is added, which produces the "Usable Net Sq. Ft." for that unit. The unit circulation allows for interior circulation paths, which may be open/ informal or may be designed as walled/ formal inner corridors inside a unit. The main corridors of the building, and the other areas which are not assignable to the users in the office suites, is generally part of the net -to -gross addition. The usable net sq. ft. omits major corridors, elevator shafts, mechanical shafts, exterior and interior wall thicknesses, structural elements, mechanical and equipment rooms, and other non -user specific elements of the building. To account for this necessary addition, it is customary to use a factor by which the net square footage is increased, called, variously, "the efficiency," or "net -to -gross," or "gross -up" factor for the building. This can be expressed as a multiplier (like 1.25, a multiplier applied to the net sq. ft. to arrive at the gross) or as a ratio percentage (like 80%, the ratio of the net sq. ft. to the final gross sq. ft.). In this project we suggest using the typical net -to -gross multiplier of 1.25. However, note there are many examples of building design in which a greater or lesser efficiency is achieved. One certain situation where a greater multiplier is used is in an industrial space standard where a multiplier of up to 1.6 is used in some cases to account for clearances in equipment and machinery. Another variable is the use of atriums or greater skin -to -floor -area ratio, which lowers efficiency; when atrium space is not listed in a net allowance, it must be accounted for in a higher gross -up. Use of simpler, linear design typically increases the efficiency. As a general rule, to allow for various contingencies, it is typical for space programmers to use lower efficiencies in the earlier planning of the building, so that the space layout team (the building designers and architects) have more latitude to work with. SUMMARY OF DATA SHEET INFORMATION The following are Summary Validation Form Data Sheets: SUMMARY PER FUNCTIONAL GROUP: The following chart depicts Total Area required per Functional Group summary. This chart summary shows the total area required for each individual department at the current year of this assessment (2019) along with anticipated current employees. It also includes possible future employee growth to account for the potential space. SUMMARY PER SPACE TYPE: Type of Overall Spaces required per Functional Group summary: This summary depicts spaces subdivided by labeled space type respectively to the area needed for each functional group. For each department a proportion is depicted on the amount of space needed under seven labeled space types: officel , office2, office -plumbing, warehouse, shop/storage, covered canopy, and exterior spaces. The description of each space type can be found in the following pages. cia Q"Yra City of La Quinta- Corporate Yard Needs Assessment Report Page 16 of 67 www.gporchitects.org 231 DRAFT 1:1►714 The following charts provide a detailed list of spaces required by each individual functional group and their associated spaces. Each functional group is reflected with its own individual chart tallying all the anticipated spaces required for building interior and site requirements. The charts are then subdivided into categories: job title and respective office space needed, common areas and/ or support areas for the functional group, and the related site and parking requirements. It is beneficial to note that the projection of future staff in each functional group will not necessarily increase the overall space proportionally to the projected growth of personnel. There are areas designated as support spaces or common areas that are shared among the staff or across functional groups. These spaces may be designated as conference rooms, lunch rooms, training rooms, etc. and are used intermittently among various personnel as well as functional groups. These charts rely on office standard diagrams located in the following pages to provide a visual concept of what type of space and their associated layout is needed for each department. Between looking at the data sheets and the office standard diagrams one can obtain the general scope and size of each functional group based on the current and projected staff. LEGEND FOR THE CHARTS For an additional explanation of each category below please refer to the following pages. Group 1: Projections Existing, Current, and Future Group 2: Space Type OFFI = Office (Typical Office Space) OFF2 = Office (Office Type II) OFF-P = Office (Plumbing) CC = Covered Canopy EX = Exterior Space SH/STO = Shop WH = Warehouse Group 3: Office Type PO = Private Office WS = Work Station Group 4: General CIRC = Circulation Factor SF = Square Feet DEPT = Department FT = Full Time Personnel PT = Part Time Personnel 4 Q"tra �,F,UAnIdvfiFSrAT — CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 17 of 67 ��:1►7�SPACE REQUIREMENTS DRAFT SUMMARY PER FUNCTIONAL GROUP Total Area per Total Head Department Count Total Parking City of La 6luinta Fleet Parking Head Area Count 0 0 U C V C � - 7 LL � Department U N U. ` N U-w O U LL U LL Public Works 463 146 2 0 2 0 1,350 0 Facilities 1,518 907 5 1 6 1 2,700 450 Parks/Landscape 401 1,207 6 1 7 1 3,150 450 Streets 2,807 135 6 2 8 1 3,150 900 Traffic 800 1,223 0 5 5 1 0 2,700 Common Areas 1,869 3,361 Fleet Parking 41,580 -5,760 Site 52,944 1,425 60,801 8,403 19 9 281 4 10,3501 4,500 41,580 -5, 760 TOTAL AREA PER 69,204 SF DEPARTMENT: 1.59 ACRES EMPLOYEE 28 EMPLOYEE & VISITOR PARKING 32 EMPLOYEE & VISITOR PARKING AREAJ 14,850 CITY OF LA QUINTA FLEET PARKING AREAJ 35,820 PROPOSED EXISTING GRAND TOTAL 119,874 SF 121,968 SF AREA: � SITE AREA: ' 2.75 ACRES 2.80 ACRES City of La Quinta- Corporate Yard Needs Assessment Report Page 18 of 67 www.gporchitects.org 233 DRAFT � • - R►7�� SUMMARY PER SPACE TYPE Department Total Area per Space Type Officel Office2 Office-P Warehouse Shop/ Storage Covered Canopy Exterior Parking Exterior Spaces Public Works Facilities Parks/Landscape Streets Traffic Common Areas Fleet Parking Site 609 794 828 862 0 0 0 0 0 1,350 0 0 0 880 750 0 3,150 0 0 0 480 300 0 3,600 0 0 0 0 880 1,200 0 4,050 623 0 0 800 600 0 2,700 0 888 0 1,563 1,630 0 781 368 0 0 0 0 0 0 0 0 35,820 0 0 0 0 0 5,207 49,163 TOTAL REQUIRED AREA PER SPACE TYPE: 4,603 1,563 1,630 3,040 368 "55877 49,163 GRAND TOTAL AREA: 119,874 SF 2.75 Acres LEGEND OFF1 = OFFICE (Typical Office Space) OFF2 = OFFICE (Office Type II) OFF-P = OFFICE (Plumbing) CC = COVERED CANOPY EX = EXTERIOR SPACE PO = PRIVATE OFFICE SP = SEMI -PRIVATE OFFICE WS = WORK STATION SH = SHOP ST = STORAGE WH = WAREHOUSE CIRC = CIRCULATION FACTOR SF = SQUARE FEET DEPT = DEPARTMENT IV a CN of La Quinta- Corporate Yard F�4s Assessment Report www.gparchitects.org Page 19 of 67 11001 kol A AFT EXISTING EMPLOYEE COUNT Job Title N y o .X Qc_ W C W Comments FUNCTIONAL GROUP PARKS/LANDSCAPE Foreman Parks Worker Maintenance II Maintenance 1 1 1 1 2 Total Personnel for Dept: 5 Job Title N 0) H o X Q W W Comments STREETS Streets Analyst Foreman Maintenance II Maintenance 1 1 1 2 2 Total Personnel for Dept: 6 Total Existing Personnel: 1 11 City of La Quinta- Corporate Yard Needs Assessment Report Page 20 of 67 www.gporchitects.org i DRAFT 11001 kol A 9 EXISTING BUILDING SQUARE FOOTAGE Buildings/Spaces Comments U a Existing Admin Building Streets Analyst Office Foreman Office Foreman Office Shift Lead Office Training Room Lunch Room Restroom Lobby/Waiting Area Conference Room Circulation * 5 people in office * 3 people in office * 2-3 people in office * Seats 6-8 people 144 120 120 120 255 160 100 400 205 536 Total SF for Existing Buildings: 2,160 SF Building/Spaces c E m 5) Comments = o U a * See Site Plan for location Existing Shop & Storage * Higher Grade 960 Sign/Equipment Shop 100 Storage 1000 Traffic Control Storage Circulation 300 o a or Existing Shop & Storage Buildings: 2,360 SF Buildings/Spaces c E m rn Comments o Ud * See Site Plan for location Existing EMT Building 5610 * Higher Grade Total SF for Existing Buildings: 5,610 SF Total SF for Existing Buildings: 10,130 SF eca Qaigra CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 21 of 67 11001 kol A DRAFT EXISTING SITE SQUARE FOOTAGE �E Site m rn Comments U d Cell Tower Paint Storage Tool Storage Material Bin Storage Drying Bed Storage Laydown Area Site Circulation 500 * must remain in place * needs canopy 112 320 546 1800 1840 3500 10000 Total SF for Site: 18,618 Net Area: Parking UOL a am U a a � �y u`o U Comments Vehicle Extra Small Equipment Small Vehicle Regular Vehicle Medium Vehicle Large Vehicle CC 100 2.25 CC 200 2.25 CC 300 2.25 CC 420 2.25 CC 540 2.25 0 66 0 10 2 *including employee & fleet vehicle parking 10' x 10' 10' x 20' 12' x 25' 12' x 35' 12' x 45' 0 29,700 0 9,450 2,430 Total SF for EXISTING PARKING: 41,580 78 TOTAL EXISTING SF: 1 70,328 SF *a 0"Trev City of La Quinta- Corporate Yard Needs Assessment Report Page 22 of 67 www.gporchitects.org i # — m a d a U Ui W 2 0 EX 1 0 EX DRAFT Job Title a CL i y y N d U V V V 7 U U- a O O a U V PUBLIC WORKS Deputy Director 1 0 OFF] PO A 250 1.2E Management Assistant 1 0 0F11 PO D 120 1.2E Total Personnel for Dept: r27 0 Total Office SF for Dept: *See attached office standards for more information N N N vLLi o Support Space m m a ° g v g a U �n ° O u O a � V Copier / Fax Area 0 1 OFF] File & Storage 0 1 0FF1 Conference Rooms 0 0 OFF] Total Support Space SF for Dept: Exterior Parking Employees Visitors Total Exterior Parking 25 1.3E 75 1.5C 0 1.2E Net Area: C N U � Ui 313 0 150 0 4631 0 463 Net Area: c m U m U- 0 34 0 113 0 0 01 146 146 11001 kol A 9 PUBLIC WORKS Comments kAudio-Visual Needs 5F Comments kCentralized w/ all Functional Groups k See Common Areas 5F Comments 1 visitor per 10 employees 5F TOTAL AREA REQUIRED FOR PUBLIC WORKS: 1 1,813 146 1,959 ISF c Cn o a a U V u 200 2.2E 200 2.2E Net Area: c N y U ri 900 0 450 0 1,350 0 1,350 a& Q"Irev �:'Fm Ad Id+ ffiSr- ' — CN of La Quinta- Corporate Yard 238s Assessment Report www.gparchitects.org Page 23 of 67 11001 kol A DRAFT FACILITIES Job Title FACILITIES Facilities/Equipment Analyst M & O Technician Maintenance II Maintenance I Total Personnel for Dept: Total Office SF for Dept: at a) 2 a � a N N 1 0 OFF1 PO 1 0 OFFI WS 1 0 OFF1 WS 2 1 OFFI WS *See attached office standards for more information C LL o N a a V � Q 2 C 144' 1.2E E 64 1.3E G I 25 1,3E G 25 1,3E m d a a H ° Support Space m m v ° 7 0 Q U V Q U Copier / Fax Area 0 1 OFF1 50 1.3E File & Library 0 1 OFF] 100 1.5C Supply Storage 0 1 OFF1 80 1,3E Misc. Crew Room Space 0 1 OFF] 50 1.3E Shop Area General Shop 1 0 SH 500 1.5C Warehouse/Storage Paint Storage 0 1 WH 150 1.6C Tool Storage 0 1 WH 150 1.6C Surplus Storage 1 0 WH 250 1.6C Multi -Purpose Room 0 0 OFF1 0 1,2E Conference Rooms 0 0 OFFI 1.2E Locker Room 0 0 OFF-P 1.2E Shower Room 0 0 OFF-P 1,2E Total Support Space SF for Dept: Net Area: 7 U 7 � U. 180 0 86 0 34 0 68 34 368 34 401 _�. 1: •11� 1 Comments "Audio -Visual Needs Close proximity to crew Crew Room Setup Crew Room Setup Crew Room Setup 5F Comments "Centralized w/ all Functional Groups "Centralized w/ all Functional Groups * See Common Areas " See Common Areas * See Common Areas " See Common Areas 5F 4 0"frev — ,.�-M a 4-r. N.r:AT -- City of La Quinta- Corporate Yard Needs Assessment Report Page 24 of 67 www.gporchitects.org i DRAFT 1001 kol A 9 d a c O y Exterior Parking m m p 7 V a V Q V U ui avi (� Employees 5 1 EX 200 2.25 Visitors 1 0 EX 200 2.25 Total Exterior Parking TOTAL AREA REQUIRED FOR FACILITIES: Net Area: U u- 2250 450 450 0 2, 700 450 3,150 FACILITIES Comments * See Fleet Parking 1 visitor per 10 employees 5F 4,2181 1,3jS—F 5,574 a& 0"frev �,FM AfIdw i rAT City of La Quinta- Corporate Yard M Assessment Report www.gparchitects.org Page 25 of 67 11001 kol A DRAFT PARKS/LANDSCAPE m Q. fU Q o h C Job Title c m v a 3 C U U V a U V ri CL W O O >, U PARKS/LANDSCAPE Parks/Landscape Analyst 1 0 OFF1 PO C 144 1.2E Foreman 1 0 OFF1 WS E 64 1.3E Parks Worker 1 0 OFF] WS G 25 1,3E Maintenance11 1 0 OFF1 WS G 25 1,3E Maintenance 1 2 1 OFF1 WS G 25 1.3E Total Personnel for Dept: 6 1 Total Office SF for Dept: *See attached office standards for more information c Q N o Support Space m m a ° u c � a a i Copier / Fax Area 0 1 OFF1 50 1.3� File & Library 0 1 OFF1 100 1.5C Supply Storage 0 1 OFF1 80 1.3,r Misc. Crew Room Space 0 1 OFF] 50 1.3` Shop Area General Shop 0 1 SH 200 1.5C Warehouse Paint Storage 0 1 WH 150 1.6C Tool Storage 0 1 WH 150 1.6C Laydown Area 0 0 EX 0 1,2E Multi -Purpose Room 0 0 OFF1 0 1.2E Conference Rooms 0 0 OFF] 0 1,2E Locker Room 0 0 OFF-P 0 1.2E Shower Room 0 0 OFF-P 0 1.2E Total Support Space SF for Dept: Net Area: c N V � 7 LL 180 0 86 0 34 0 34 0 68 34 4011 34 435 Comments "Audio -Visual Needs Dose proximity to crew :�rew Room Setup :�rew Room Setup :�rew Room Setup :�rew Room Setup 5F Comments "Centralized w/ all Functional Groups "Centralized w/ all Functional Groups " See Site Areas " See Common Areas " See Common Areas " See Common Areas " See Common Areas iF City of La Quinta- Corporate Yard Needs Assessment Report Page 26 of 67 www.gporchitects.org i DRAFT 1001 kol A 9 o CL H c O Exterior Parking m m v ° 7 7 V O V O- V V ui OL W U Employees 6 1 EX 200 2.25 Visitors 1 0 EX 200 2,25 Total Exterior Parking TOTAL AREA REQUIRED FOR PARKS/LANDSCAPE: Net Area: � 7 U 3 ri 2, 700 450 450 0 3,150 450 3,600 PARKS/LANDSCAPE Comments * See Fleet Parking 1 visitor per 10 employees SF 3,5511 1,657 5,208 ISF a& 0"frev �,FM AfIdw i rAT CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 27 of 67 11001 kol A DRAFT STREETS Job Title STREETS Streets Analyst Foreman Maintenance II Maintenance 1 Total Personnel for Depi Total Office SF for Dept: N CL r raT. H y 1 0 OFF1 PO C 144 1.2E 1 0 OFF] WS E 64 1,3E 2 0 OFF1 WS G 25 1 1.3E 2 2 OFF1 WS G 25 1.3E *See attached office standards for more information !�CL H N T Support Space m m ro m a Copier / Fax Area 1 0 OFF] File & Library 1 0 OFFI Supply Storage 1 0 OFFI Misc. Crew Room Space 0 1 OFFI Shop Area General Shop Signage Shop Warehouse Paint Storage Tool Storage Storage Laydown Area Multi -Purpose Room Conference Rooms Locker Room Shower Room Total Support Space SF for Dept: 1 0 SH 1 0 SH 1 0 WH 1 0 WH 1 0 WH 0 0 EX 0 0 OFF] 0 0 OFFI 0 0 OFF-P 0 0 OFF-P 50 1.3E 100 1.5C 80 1.3E 50 1.3E 400 1.5C 400 1.5C 150 1.6C 150 1.6C 250 1.6C 0 1.2E 0 1.2E 0 1.2E 0 1.2E 0 1.2E Net Area: c N V m ri 180 0 86 0 68 0 68 68 401 68 469 I: .11 •11 •11 ®'' Comments 'Audio -Visual Needs lose proximity to crew :�rew Room Setup :�rew Room Setup :�rew Room Setup 3F Comments 'Centralized w/ all Functional Groups 'Centralized w/ all Functional Groups ' See Site Areas ' See Common Areas ' See Common Areas ' See Common Areas ' See Common Areas iF 4 0"frev City of La Quinta- Corporate Yard Needs Assessment Report Page 28 of 67 www.gporchitects.org DRAFT 1001 kol A 9 STREETS Exterior Parking Employees Visitors Total Exterior Parking m � O N N � V V a a 2 U u vai U 6 2 EX 200 2.2E 1 0 EX 200 2.2E Net Area: N u u- 2, 700 900 450 0 3,150 900 4,050 Comments k See Fleet Parking 1 visitor per 10 employees iF TOTAL AREA REQUIRED FOR STREETS: 1 5,9571 1,035 6,992 ISF a& 0"frev �,FM AfIdw i rAT City of La Quinta- Corporate Yard FV4s Assessment Report www.gparchitects.org Page 29 of 67 11001 kol A DRAFT TRAFFIC Job Title TRAFFIC Traffic Analyst Traffic Signal Supervisor Signal Technican II Technician Total Personnel for Dept: Total Office SF for Dept: a QL H H y H m 0 1 OFF] PO C 144 1,2E 0 1 OFF] WS E 64 1,3E 0 1 OFF1 WS F 40 1,2E 0 2 OFF] WS F 40 1,2E *See attached office standards for more information N rU N CL H Q N y Support Space m N m m a Copier / Fax Area 0 1 OFF] 50 1.3E File & Library 0 1 OFF] 25 1.5C Supply Storage 0 1 OFF] 25 1.3E Misc. Crew Room Space 0 1 OFF1 50 1.3E Shop Area Traffic/Electrical Shop 0 1 SH 400 1 .5C Warehouse Storage 1 0 WH 500 1.6C Multi -Purpose Room 0 0 OFF] 0 1,2E Conference Rooms 0 0 OFF] 0 1,2E Locker Room 0 0 OFF-P 0 1,2E Shower Room 0 0 OFF-P 0 1.2E Total Support Space SF for Dept: Net Area: C m 3 U � 0 180 0 86 0 50 0 100 0 416 416 :rr .1. Comments "Audio -Visual Needs lose proximity to crew �rew Room Setup :�rew Room Setup �rew Room Setup 5F Comments *Centralized w/ all Functional Groups *Centralized w/ all Functional Groups *Climate Control Secure area * See Common Areas * See Common Areas * See Common Areas * See Common Areas 5F City of La Quinta- Corporate Yard Needs Assessment Report Page 30 of 67 www.gporchitects.org i DRAFT 1001 kol A 9 N Q U. c O Exterior Parking m m v a 3 a o 'a � U lL to H V Employees 0 5 EX 200 2.25 Visitors 0 1 EX 200 2.25 Total Exterior Parking TOTAL AREA REQUIRED FOR STREETS: Net Area: 3 V u- 0 2,250 0 450 0 2,700 2 700 SF 800 3,923 4,723 SF TRAFFIC Comments ,& 0"tre, �,FM AfIdv i rAT City of Lo Quinta- Corporate Yard M Assessment Report www.gparchitects.org Page 31 of 67 11001 kol A DRAFT COMMON AREAS ,z o Area: m y U U_ U U) a V Lobby Area 1 0 OFF2 100 1,5C Mail Room 0 1 OFF1 � 50 1.2E IT Server Room 0 1 OFF2 120 1,3E Copier/Supply Room 0 0 OFF1 0 1.5C Multi-Purpose/Lunch Room 1 0 OFF2 650 1,2E Multi-Purpose/Lunch Room- Storage 0 1 OFF1 100 1.3E a ADA Public Restroom 1 1 OFF-P 80 1.2E Men 0 3 OFF-P 80 1.2E Women 0 3 OFF-P 80 1.2E EIIIIIIII Locker Room 0 36 OFF1 PE 10 1.3E Shower Room 0 4 OFF-P 80 1,2E Laundry (Washer/Dryer) 0 1 OFF1 120 1.2E Clean Uniform 0 1 OFF1 1,3E Soil Uniform 0 1 OFF1 WO 0 1.3E Conference Rooms Conference Room - 4 people 0 0 OFF1 144 1.3E Conference Room - 8 people 0 0 OFF2 228 1,3E Conference Room - 12 people 1 0 OFF2 325 1.3E Conference Room - 16 people 0 0 OFF2 450 1.3E i Pantry 1 0 OFF-P 150 1.5C Vending Room 1 0 OFF-P 50 1.5C Outdoor Lunch Area/Patio 0 1 CC 200 1.5C Ice Machine 1 0 CC 50 1.3E Drinking Fountain 0 1 OFF-P 50 1.3E Janitor Closet 0 1 OFF-P 50 1.2E Fire Riser Room 0 1 SH 25 1.2E Electrical Room 0 1 SH 200 1.2E Mechanical Room 0 1 SH 200 1.2E Utility Room 0 1 SH 200 1.2E Total Common Area SF: *a 0"Trev 11 11 11 1 Comments See Functional Groups 24 SF per person x 28 people- Backup EOC 10 sf per person - 28 people plus 30%; M ✓V=6 Vl=3,W=1 12' x 12' 12' x 19' 13' x 25'- Audio -Visual Needs 15' x 30' iF City of La Quinta- Corporate Yard Needs Assessment Report Page 32 of 67 www.gporchitects.org 247 f. DRAFT � 1001 kol A 9 0 3 7 LL Item a LL i � .2 co W V N . ci Vehicle Extra Small Vehicle 0 1 CC 100 2.2E Small Vehicle 66 -8 CC 200 2.2E Regular Vehicle 0 8 CC 300 2.2E Medium Vehicle 10 -8 CC 420 2.2E Large Vehicle 2 0 CC 540 2.2E Total SF for FLEET PARKING: 1 78 -7 Net Area: 0 C h w 7 7 LL Ob � 3 U 0 225 29,700 -3,600 0 5,400 9,450 -7,560 2,430 0 41,580 -5,760 35,820 *existing fleet vehicle parking spaces **based on the list & comments provided by Julie Mignogna on 9/30/19 & 10/17/19 10' x 10' 10'x20' 12' x 25' 12' x 35' 12' x 45' 5F FLEET VEHICLES Comments W Qaigra CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 33 of 67 11001 kol A DRAFT SITE Item Drying Bed 30'd x 30'w 4 Material Bins Streets Concrete 1 Green Waste -Tree/Mulch 1 Mulch 1 Sand 1 Surplus 1 Lay -down Areas Parks/Landscape 0 Streets 1 Traffic 1 Trash Enclosure Trash Bins Recycle Bins General Recycle Bins MIX Cell Tower Propane Tank Emergency Generator Landscape Area Mechanical Equipments Electrical Equipments Gates Pedestrian Walkway Site Circulation Allowance 9 0 CC 430 2.2E 0 CC 127 2.2E 0 CC 127 2.2E 0 CC 127 2.2E 0 CC 77 2.2E 0 CC 46 2.2E 1 EX 300 2.2E 0 EX 300I 2.2E 0 EX 1500 2.2E 2 0 CC 30 2.2E 1 0 CC 30 2.2E 1 0 EX 400 1.2E 1 0 EX 50 1.2E 0 1 EX 400 1.2E 1 0 EX 10,000 1.00 1 0 EX 3,000 1.2E 1 0 EX 1,500 1,2E 2 1 EX 200 1.2E 1 0 EX 5,000 1.00 1 0 EX 12,000 1.00 1 0 EX 1 O,OQQ 1.00 - - • I� I 11� 11 111 11� 111� 111� 111 Comments 7'4"d x 13'8"w x 6'4"h ?'4"d x 13'8"w x 6'4"h 7'4"d x 13'8"w x 6'4"h ?W'd x 8'4"w x 6'4"h ?'4"d x 5'w x 6'4"h I O'd x 100'w 20'd x 100'w 20'd x 100'w iF 4 O"frev — G. -M a 4-l.Oii .FAT -- City of La Quinta- Corporate Yard Needs Assessment Report Page 34 of 67 www.gporchitects.org i DRAFT � • - � 1010114 SPACE REQUIREMENTS- COMPARISON TO 2008 DESIGN CRITERIA, MAINTENANCE YARD MASTER PLAN FOR THE CITY OF LA AUINTA, CALIFORNIA The 2008 Design Criteria, Maintenance Yard Master Plan, City of La Quinta, California was planned to accommodate the following operations: • Public Works Maintenance Services Divisions • Code Enforcement • Animal Control • Emergency Services • Community Services • Human Resources However, with reorganization of the City departments in October 2019, the Corporate Yard will now only accommodate the following operations: • Functional Groups- • Facilities • Parks/Landscape • Streets • Traffic Though fewer departments will be accommodated at the site, the 2008 Design Criteria only planned for 18 total employees. With the growth and projection of the City Operations in 2019, the Corporate Yard will now need to house 28 employees. An additional 10 planned employees will increase the size of the overall facility, The City operates in a way that the 2008 Design Criteria no longer supports. As multiple interviews and surveys have uncovered, the City would like separation of its Functional Groups within the Corporate Yard - separation of warehouse space, shop space and office space. The 2008 Design Criteria portrayed the operations as a continuous unit with very little division by functional group. It has been determined that this is not the ideal method of operation. For instance, foremen are no longer grouped together, rather the foreman are placed with their field workers, The office standard and model has therefore shifted to accommodate this change in operation. Each functional group has additional support space assigned to accommodate administrative and technical services; some of this program - copy/printer area and supply storage - will be consolidated. (See Space Requirement charts for a breakdown of the support spaces). Due to this operational change, the Maintenance Office/Crew square footage depicted in the 2008 Design Criteria is insufficient to accommodate the current and future needs of the City, Based on the City of La Quinta's current operation, the 2008 Design Criteria has some programmatic items that no longer serve the City's operations and therefore, are not accounted for in the 2019 Needs Assessment- • Wellness Center- (No longer desired, cost savings to remove from Needs Assessment) • Vehicle Maintenance Bay- (City contracts out, cost savings to continue operation as is) • Shop/Warehouse Space- (Now divided by functional group) • Fuel & Wash- (City contracts out vehicle washing, only one vehicle uses the CNG fueling station - Sweeper, no need to increase fuel positions or fuel island based on current/future operation) • Other Canopy Covered Areas- (Now included in lay -down areas and functional groups' storage/ warehouse space) • Vehicle/Equipment Parking- (Planned for 63 fleet vehicles vs. 71 fleet vehicles needed now) • Employee/Visitor Parking- (Planned for 49 employee/visitor vs, 32 employee/visitor parking needed now) • Bunkers- (Planned for too many material types- 11 bunkers vs. 5 bunkers) • Yard Storage/Lay-down Area- (too small) • Dumpsters/Staging Area- (too small) 4 Q"tra �,F,UAnIdvfiFSrAT — IV a CN of La Quinta- Corporate Yard M Assessment Report www.gparchitects.org Page 35 of 67 THREE SPACE REQUIREMENTS �fl • Container Storage- (to be moved to Functional Groups' Storage/Warehouse space) • Emergency Generator- (Portable, accommodated in fleet vehicle parking) • Hazmat Storage- (Removed from Needs Assessment, no longer part of operations) • Diesel Fuel Tank- (Removed from Needs Assessment, no longer part of operations) • Gasoline Tank- (Removed from Needs Assessment, no longer part of operations) SPACE STANDARDS (FUNCTIONAL REQUIREMENTS) The space allocated per job title has changed based off of current/future operation. The following is a breakdown of the 2008 Design Criteria office styles and common areas square footage as well as the 2019 Needs Assessment office styles and common areas square footage. The 2008 Design Criteria provided 4 office styles- (See below by PB Americas, Inc.) • Module A- 64 sf • Module B- 120 sf • Module C- 168 sf • Module D- 224 sf (Foreman) (Clerk/Reception) (Not Used) (Manager) There is no office style space allocated for the field workers. The 2008 Design Criteria will provide the following additional spaces - Conference Rooms • 8 person- 216 sf • Crew/Lunch Room/Training- 750 sf • Accommodate up to 35 occupants • Vending/Kitchenette- 224 sf • Laundry Room- 75 sf Module A (64 square feet) Modular Partition *a O"frev — t.�-M a 4-r.Oi. r:AT -- -rk.W10 A City of La Quinta- Corporate Yard Needs Assessment Report T Page 36 of 67 www.gporchitects.org 2� = DRAFT 1001 kPI A 9 Module B (120 square feet) Module D (224 square feet) 12'-0" 1 A'A" IV a C ty of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 37 of 67 11001 kol A DRAFT The 2019 Needs Assessment will provide 6 office types. Space was determined based off of operation and job title. (See Section 4 Space Standards) • Office Style A- 250 sf (Director) • Office Style B (Not Used) • Office Style C- 144 sf (Facilities/Equipment Analyst Parks/Landscape Analyst, Streets Analyst, Traffic Analyst) • Office Style D- 120 sf (Executive Assistant) • Office Style E- 64 sf (M&O Technician, Parks/Landscape Foreman, Streets Foreman, Traffic Signal Supervisor) • Office Style F- 40 sf (Signal Technician 11, Technician) • Office Style G- 25 sf (Facilities- Maintenance II & I, Parks/Landscape- Parks Worker & Maintenance II & I, Streets- Maintenance II & 1) The 2019 Needs Assessment will provide the following additional spaces. (See Section 4 Space Standards) • Conference Rooms • 8 person- 228 sf • 12 person- 325 sf • Multi-Purpose/Lunch Room- 496 sf • Accommodate up to 42 occupants • Pantry- 150 sf • Vending Room- 50 sf • Ice Machine- 50 sf • Clean Uniform- 30 sf • Soiled Uniform- 10 sf *a 0"Trev City of La Quinta- Corporate Yard Needs Assessment Report Page 38 of 67 www.gporchitects.org i * SPACE REQUIREMENTS JHM ............................................................... PAGE INTENTIONALLY LEFT BLANK............................................................... I �:'e,ldaf�+fii�rJk7 CN of La Quinta- Corporate Yard F"4s Assessment Report www.gparchitects.org Page 39 of 67 11001 kol A DRAFT PAGE INTENTIONALLY LEFT BLANK 4 0"frev — G. -M a 4i. Dir:AT — - City of La Quinta- Corporate Yard Needs Assessment Report Page 40 of 67 www.gporchitects.org i * DRAFT SPACE STANDARDS SPACE STANDARDS Space standards are in the form of plan diagrams found in the following section. This offers a visual guide of the current space needs respective of each Functional Group at the facilities in the form of plan layouts. This section expands on the description of the deficiencies on the current facilities from Section Two to provide individual "room" solutions in the form of office standard space plans to address and provide a visual reference to the needs of individual staff and common area space layouts. Standard space standard plans were developed to respond directly to the current and future needs of the facilities. In conjunction with industry standards for office layouts, these standardized layouts provided are based on interviews, discussions, observations, and workshops with staff and personnel. Each workstation and space layout is based specifically on what is needed to optimize work flow and interconnectivity for the organization. Using the information gathered we attempted to standardize the specific areas based on the future needs of the department and future growth. These plans are subject to change based on the on -going development of the design and additional changes requested by the city. Depicted in this section, are typical office layouts representing the size and type of space needed for the staff to perform daily work activities. The standard spaces take into consideration necessary furniture and equipment needed by the staff and to project the required space needed. TYPICAL SPACE STANDARDS: • Office (private and workstation) • Conference Rooms • Multi-Purpose/Training/Lunch Room a& Qwkra �,FMnfd+fiFSrAT — CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 41 of 67 LEGEND/EXAMPLE scale- 1/8" = 1'-0 KEYNOTES 01 OVERHEAD BINDER BINS 02 UNDER COUNTER PEDESTAL FILE 03 COUNTERTOP WORKSPACE 04 CHAIR 05 DESK 06 VISITOR'S CHAIR 1 07 VISITOR'S CHAIR 2 08 COFFEE TABLE 09 MARKER BOARD 10 SMALL SIDE TABLE 11 COUCH 12 LATERAL FILE 13 DESK W/ EXTENDED MEETING SURFACE 14 BOOKCASE 15 SIDE TABLE 16 VERTICAL SHELVES W/ DOORS 17 ROLLED PLAN STORAGE 18 WHITE BOARD DRAFT City of La Quinta- Corporate Yard Needs Assessment Report Page 42 of 67 www.gporchitects.org 257 DRAFT A. 250 SF (PRIVATE OFFICE) PUBLIC WORKS DEPUTY DIRECTOR C. 144 SF (PRIVATE OFFICE) FACILITIES/EQUIPMENT ANALYST PARKS/LANDSCAPE ANALYST STREETS ANALYST TRAFFIC ANALYST (AUDIO-VISUAL) O N O r N rl 17r-611 12r—Orr 12r-Orr zi i I P3 J Xj X. I i 1't`7 J www.gparchitects.org O N OFFICE STYLE- A/C scale- 1 /8" = 1 '-0 12'—r rr ta Qa�fra CN of La Quinta- Corporate Yard Assessment Report Page 43 of 67 17i111; .. OFFICE STYLE- D-F scale- 1/8" = 1'-0 D. 120 SF (PRIVATE OFFICE) MANAGEMENT ASSISTANT E. 64 SF (WORK STATION) M&O TECHNICIAN PARKS/LANDSCAPE FOREMAN STREETS FOREMAN TRAFFIC SIGNAL SUPERVISOR F. 40 SF (WORK STATION) SIGNAL TECHNICIAN II TECHNICIAN r o I 0 I I P3 E-1 64 SF 8r-Orr I I I I _r Lf) LZ P31 F-1 40 SF 1 --------- p I i I I r F-3 40 SF DRAFT 10r-Orr Ir X I r L2 T L2 L4 ..I o !: i r LS D-2 120 SF 8r-Orr BOOKCASE LZ o I 1 1 P3 E-2 64 SF 8r-Orr r--------- i I I I I _r BOOK CAS — P31 F-2 40 SF City of La Quinta- Corporate Yard Needs Assessment Report Page 44 of 67 www.gporchitects.org 2 9 J DRAFT G. 25 SF (WORK STATION) FACILITIES- MAINTENANCE II & I PARKS/LANDSCAPE- PARKS WORKER PARKS/LANDSCAPE- MAINTENANCE II &I STREETS MAINTENANCE II & I H. 325 SF CONFERENCE ROOM- 12 PEOPLE (AUDIO-VISUAL NEEDS) r ----- 1 o � � O Ln N G-1 25 SF 131—Orr 12 OCC 325 SF OFFICE STYLE- G/H scale- 1/8" = 1'-0 a& 0"frev �:'Fm Ad ld+ ffiSr- ' — CN of La Quinta- Corporate Yard A s Assessment Report www.gparchitects.org Page 45 of 67 MULTI -PURPOSE ROOM- I scale- 1 /16" = 1'-0 I. 760 SF MULTI -PURPOSE/ LUNCH ROOM (AUDIO-VISUAL NEEDS) I I I I I 24 OCC DRAFT 23'-0" 23'-0" --� r----------- I I I I I I I I I I I I I I I I I _ I I o I I I I M I I I I I I I - - J 23'-0" r-------------- n M M �11�;w L UW U-41 J - - - - - 36 OCC - - - - - - - - - 23'-0" r--------------� I I 0000 00001 I I I I 10000 00001 I I 0000 0000 56 OCC I I I I I I 24 OCC 23'-0" Ic 0 0 0 jc 0 ® 0 Ic 0 0 0 �c 0 c 0 Ic 0 c 0 is 0 c 0 Ic c 0 Ic 0 c 0 � 0 C 0 Ic 0 c 0 c c I c c I L- - - - - - - - - 48 OCC I I I I I I I I I I I I I I I I I I I I I - - J I I I I I I I I I I I I I I I I I I I I I - - J City of La Quinta- Corporate Yard Needs Assessment Report Page 46 of 67 www.gporchitects.org i DRAFT SPACE STANDARDS7�1U �7 SPACE ADJACENCIES DIAGRAM ----------------------- 1 I 1 I 1 I I I FLEET VEHICLE ' ' PARKING ' I I 1 I I I I 1 1 - - - - - - - - - - - - - - • 1 I PUBLIC WORKS 1 I ' � EMPLOYEESNISITOR OFFICE AREA � 1 i I • PARKING I ' • ' ' - - - - - - - - - - - - - - - - - - I• 1 I I - - - - - - - - - - - - - - - - 1 1 - -•------- - - - - -- I TRAFFIC ' TRAFFIC ' • ' OFFICE AREA I ' WAREHOUSE/SHOP SUPPORT AREAS ' 1 I I ' •kL ' rIFr • - - - - - - - - - - - - - - -' 1 1 COMMON AREAS ----------------- ` ------------------ • ' ------- - - - - -- -- ' r _________ • RESTROOMS, I - - - • 1 CONFERENCE ROOMS ' SHOWERS, I I FACILITIES 1 ' &SUPPORT SPACES ' I ' OFFICE AREA ' ------------------------ ' r r LOCKERS & I ' I 1 • I ' ' SUPPORT AREAS FACILITIES 1 WAREHOUSE/SHOP SUPPORT AREAS '1 ADA • rI RR • -- `—--------- - - - -�- I I 1 1 1 LOBBY 1' MULTI-PURPOSE/LUNCH �1 i I 1 I 1 Ir &SUPPORT SPACES 1------ - - - - -- I 1 STREETS 1 STREETS �r OFFICE AREA WAREHOUSE/SHOP SUPPORT AREAS r ------------ r 1 1 I I 1 1 I 1 - - - - - - - - - - -IARKS/LANDSCAPE - - - - - - I 1 I r r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IPATIO 1 1------------I I I _ OFFICE AREA I - - - - - - - - - - - - - - - - - I 1 BUILDING SUPPORT AREAS ' ' I1 - - - - - - - - - - - - - - - - - - - - - - PARKS/LANDSCAPE �I WAREHOUSE/SHOP SUPPORT AREAS 1 r r ' r r r r ' I r 1 I 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a& 0"frev I.FMAfld+fiFirAT — CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 47 of 67 17i111; .. DRAFT SPACE ADJACENCIES DIAGRAMS : PUBLIC WORKS • -------------------------- EXECUTIVE ASSISTANT OFFICE SUPPORT - AREAS - a 0 0 0 0 0 0 0 0 0 u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 *l" = • FACILITIES ----------- -- J------------ :FIELD WORKERS: ANALYST r•, r r �r FOREMAN r : ::FIELD WORKERS: ----------------- : WH/SHOP • i OFFICE SUPPORT AREAS t� • � i r� r r WAREHOUSE/SHOP SUPPORT AREAS : ................................................• PARKS/LANDSCAPE •---------- �:FIELD:WORKERS; r•, r ANALYST FOREMAN: , r r, :FIELD WORKER; ; OFFICE SUPPORT AREAS WAREHOUSE/SHOP SUPPORT AREAS . City of La Quinta- Corporate Yard Needs Assessment Report Page 48 of 67 www.gporchitects.org 263 DRAFT ...... 0 0 0 0 0 0 0 ■ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ■ . STREETS •----------------------- WW ;WFIELDORKERS;; r•, r ANALYST FOREMAN: • .........• , FIELD; WORKERS;; r r OFFICE SUPPORT AREAS • � r r� r r WAREHOUSE/SHOP SUPPORT AREAS .....................................� TRAFFIC " TECHNICIANS `-:.......... rl Ir: �i • OFFICE SUPPORT ; ANALYST • ;i AREAS • ,r r FOREMAN SPACE ADJACENCIES DIAGRAMS a& owkrev �.FMnfd+fiFSrAT — IV a CN of La Quinta- Corporate Yard FV4s Assessment Report www.gparchitects.org Page 49 of 67 17�1U� DRAFT SPACE ADJACENCIES DIAGRAM ----------------------------------------- MEN'S RESTROOM D.F. LOCKERS ADA RR SO WOMEN'S RESTROOM i.0 SHOWER U LEA ' i t -————---——————————--————---———----—————————--- - �--———————————————————— ,———— ——————————————— CONFERENCE RM (8) COPY/ IT SERVER UTILITY ' MAIL LOBBY ' ONFERENCE RM (12) ELECTRICAL MECHANICAL i i i i """""""""""""""-------""" COMMON AREAS ICE VENDIN PANTRY PATIO ———---——---——---——---——----- 4Qwkra — GM a, 4Ww [Yr S --AT — City of La Quinta- Corporate Yard Needs Assessment Report Page 50 of 67 www.gporchitects.org L2jL5 i DRAFT ............................................................... PAGE INTENTIONALLY LEFT BLANK............................................................... I �:'e,ldaf�+fii�rJk7 CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 51 of 67 DRAFT PAGE INTENTIONALLY LEFT BLANK 40"frev — G. -M a 4i. Dir:AT — - City of La Quinta- Corporate Yard Needs Assessment Report Page 52 of 67 www.gporchitects.org i * DRAFT OTHER CONSIDERATIONS During the assessment and programming of the existing site for the City of La Quinta Corporate Yard, Gillis and Panichapan Architects investigated the feasibility of adding additional pickle ball courts within the 10-acre site shared by the Maintenance Facility. The community expressed a desire for eight pickle ball courts. Any additional park amenities would require additional parking; therefore, Gillis and Panichapan Architects, Inc. also looked into the feasibility of adding additional parking. Through investigation, Gillis and Panichapan Architects determined the ideal location of the proposed pickle balls court. The criteria for selection included the following; • Proximity to existing courts • Proximity to existing seating areas • Usable park space • Feasibility of increased parking The proposed location of the additional pickle ball courts is located near the existing pickle ball courts and adjacent to the seating area in the park. Pickle ball is a social sport; proximity to the other courts was crucial in our selection as well as the proximity to any existing seating areas. The proposed location, also leaves a large swath of land intact. This allows the park greater flexibility in program. Due to the increase in pickle ball courts, the existing under -served parking was adjusted to include 14 new parking stalls. The placement of the parking allows the existing canopy shading the dog park entry to remain undisturbed and utilized space that was underused prior to this configuration. Please see the following page for the proposed pickle ball and parking layout. * The City plans to engage an in-depth analysis of the current park and its amenities. a& G4&(V �,FMnfd+fiFSrAT — CN of La Quinta- Corporate Yard" Assessment Report www.gparchitects.org Page 53 of 67 a VA DRAFT PROPOSED PICKLE BALL COURT LOCATION N scale- n.t.s. T Q PROPOSED PICKLE BALL COURTS LOCATION Q PROPOSED PARKING- 14 NEW STALLS City of La Quinta- Corporate Yard Needs Assessment Report Page 54 of 67 www.gporchitects.org i DRAFT ....................................................... PAGE INTENTIONALLY LEFT BLANK ..................................... a& 0"frev �,FMnfd+fiFSrAT — CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 55 of 67 RJ V SUMMARY The following block diagram conveys space adjacency depicting the possible spatial configuration of each individual functional group. These diagrams are based on the combination of office standard diagrams and the space needs validation assessment data charts depicted in the previous sections. Although similar to reading a floor plan, these are not meant to be viewed as such. Unlike floor plans space adjacency diagrams offer no information and/or limitations regarding egress requirements, site, structure, or infrastructure that would be typically addressed in a floor plan. The individual required spaces are depicted to scale to show their relative size and their preferred adjacencies and are subject to change once the conditions just mentioned are factored in further design development. The main goal of the block diagram is to provide a scaled guide to depict the necessary and preferred adjacencies between required spaces. On top of providing an organization structure, they provide a visual guide on the quantity, size and scope of each individual functional group. This serves mainly as a placeholder for each functional group to enable them to quantify their individual overall spatial footprints. LEGEND: COMMON AREAS PUBLIC WORKS FACILITIES PARKS/LANDSCAPE STREETS TRAFFIC * PAINT STORAGE LOCATION- SHOWN ON SITE PLAN GENERAL NOTES: TOTAL BUILDING AREA: 12500 SF FUNCTIONAL GROUP AREA BREAKDOWN* - TRAFFIC CONTROL AREA: 1399 SF FACILITIES AREA: 1464 SF PARKS/LANDSCAPE AREA: 1064 SF STREETS AREA: 1704 SF * OFFICE AREA AND WAREHOUSE/SHOP INCLUDED City of La Quinta- Corporate Yard Needs Assessment Report Page 56 of 67 www.gporchitects.org i DRAFT .9, l l I I I I I I tt p O�g HQ N �d O ap NW 5=0� fL� a3 1 } N �O�N ~O�� I I I v31 I I I I I I I I I I I I �i rh 1 1 1 I I I I I w I I I I I I I I I I �I 00 10 a O UO�m ¢W LLQ 3 BLOCK' 0-3L BLOCK DIAGRAMS I I NH I I N� NQ' &TWW �W� —Ta- — T-- I I H Q azQ r---___ Ow N�rnN 4 I I u=H HQ v 0' 8' 16' 32' ►( �LeV F--- SCALE: 1/16" = 1'-0" CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 57 of 67 DRAFT SUMMARY The following site block diagrams depict a proposed optimal layout of each functional group facility in the context of the existing site conveying both the administrative and operations side of the facility. This provides a potential site layout based on the space needs identified from the block diagrams. Organizing this information into the site diagram provides the City with an organizational spine for a future design scheme and master plan to future improvements of the City of La Quinta Corporate Yard. KEY ADVANTAGES TO CONSIDER: • A CLEAN SLATE FOR OPTIMAL PLANNING, A campus can be planned optimally for growth, flexibility, and evolution decades into the future aligned with predictions, aspirations, and goals of the City This new facility would be updated to all current energy and building codes. • PHASING AND EFFICIENCY OF WORK FLOW. Start the construction at a separate part of the site to provide some level of business continuity. Move everyone into the new facility while the rest of the program is developed, MULTIPLE ACCESS POINTS. Efficiency of site circulation requires multiple points of entry and exit. Creating a new access road to the East would allow opportunity for an efficient system of circulation for Operations. ISSUES THAT REMAIN: • SITE INFRASTRUCTURE: Further evaluation is needed regarding how site infrastructure would be impacted in terms of access and costs. Existing electrical, water, sanitary, vehicular and equipment access will play a role in the costs and feasibility of reconfiguring the site. COVERED CANOPY FOR FLEET VEHICLES: The City needs to determine if all fleet vehicle should be covered or not. Due to the climate, UV protection is desirable. However, the cost of infrastructure and the need for the pedestrian access bridge must be analyzed prior to decision making, If the City determines that the pedestrian access bridge is required, the covered canopies for the fleet vehicles conflict and could not be used. PEDESTRIAN ACCESS TO PARK: GPa has determined the best placement for the pedestrian accessway along the north side of the Corporate Yard. This location minimizes impact on the existing infrastructure and fleet vehicle parking requirements. However, though impact is minimal it is important to note that the Corporate Yard loses a portion of its laydown area, —500sf, The City must decide if losing the laydown area square footage outweighs the possible benefit of adding a pedestrian accessway from the existing employee/visitor parking area. Also, the pedestrian accessway reduces the number of 12'x25' parking stalls from 9 to 8. The City will need to determine if the loss of this parking spot is acceptable. • ENTITLEMENT AND COMMUNITY IMPACT, Consideration of time and cost for getting a campus of this size reviewed and approved through the entitlement process. The reconfigured site should minimize impacts to the community and the environment. KEY NOTES: 01 EMPLOYEE/VISITOR PARKING NEEDS: 32 EXISTING PROVIDED: 37 02 PROPOSED DISTRICT VEHICLE PARKING: 71 ACTUAL PROVIDED: 72 03 PROPOSED VISITOR/HANDICAP PARKING: 21 04 PROPOSED ACCESS ROAD 05 PROPOSED LAYDOWN AREA- TRAFFIC 1500 SF FUTURE- 2040 S TOTAL- 3540 S 06 PROPOSED LAYDOWN AREA- FACILITIES 300 SF FUTURE- 350 SF TOTAL- 650 SF 07 PROPOSED LAYDOWN AREA- PARKS/L 300 SF FUTURE- 350 SF TOTAL- 650 SF 08 PROPOSED ADDITIONAL PAINT STORAGE 09 PROPOSED CANOPY FOR MATERIAL BINS 10 EXISTING CELL TOWER TO REMAIN 11 PROPOSED NO PARKING SPACE- EMERGENCY ACCESS BACK-UP AREA LEGEND: I PROPOSED ADDITIONAL FLEET VEHICLE PARKING 10'X20' 4 L_-] 12'X25' 9 TOTAL 13 (4,800 SF) ® PARKING COUNT L- I PROPOSED LAYDOWN AREA 2100 SF 1 FURTURE LAYDOWN AREA- 2740 SF PROPOSED COVERED CANOPY 2555 SF [__] CANOPY FOR FLEET VEHICLES 4380 SF PROPOSED RE -STRIPED FLEET VEHICLE PARKING: 10'X20' 14 (3,400 SF) PROPOSED NO PARKING SPACE City of La Quinta- Corporate Yard Needs Assessment Report Page 58 of 67 www.gporchitects.org 273 City of La Quinta- Corporate Yard Needs Assessment Report Page 58 of 67 www.gporchitects.org 273 DRAFT10._01. j r� 1 -- ---------- SITED GRA -OPTION 1 9 I N I I I J' 9' I I -- ' - - 05 J �== = �i p i 7 I r 01 ---- -- I r 06 I r 25 -0 I I I I I I I I i I I -__ i ❑ i i � I I I I 07 i 10'-0" 08 0 I I I ' I I 1 I I I I i 32 L_________J I I I I I I I � I I -I 09 I I I I ------------------ I I o LO a I I I I I II \\\\\ _ PROPOSED BUILDING 26'- a 12,500SF _ J - // — 4 7 FRANCIS HACK LANE I a 04 M 03 11 � I I 14 o I — N I 10'-0" l 0' 16' 32' �E v SCALE: 1/32" = 1'-0" C ty of La Quinta- Corporate Yard t�ef4s Assessment Report www.gparchitects.org Page 59 of 67 PROPOSED BUILDING Ja 12,500SF ------------------- r"^� X/ / /Z ------ F-- RIF j � � 4 4 Pq FRANCIS HACK LANE 0 ------------------------- M o 0' 16' 32' SCALE: 1/32" = 1'-0" City of La Quinta- Corporate Yard Needs Assessment Report Page 60 of 67 www.gporchitects.org ❑■ 275 DRAFT I I I I I I i I I I I I I I I LEGEND: PROPOSED ADDITIONAL FLEET VEHICLE PARKING 10'X20' 3 12'X25' 9 TOTAL 12 (4,800 SF) ® PARKING COUNT PROPOSED LAYDOWN AREA 2100SF L- 1 r 'I FURTURE LAYDOWN AREA- 2455 SF PROPOSED COVERED CANOPY 2555SF PROPOSED RE -STRIPED FLEET VEHICLE PARKING: 10'X20' 14 (13,400 SF) PROPOSED NO PARKING SPACE F_ I I I I I I --- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I KEY NOTES: 01 EMPLOYEE/VISITOR PARKING NEEDS: 32 EXISTING PROVIDED: 37 02 PROPOSED DISTRICT VEHICLE PARKING: 71 ACTUAL PROVIDED: 71 03 PROPOSED VISITOR/HANDICAP PARKING: 21 04 PROPOSED ACCESS ROAD 05 PROPOSED LAYDOWN AREA- TRAFFIC 1400SF FUTURE- 1670SF TOTAL- 3070SF 06 PROPOSED LAYDOWN AREA- FACILITIES 300SF FUTURE- 350SF TOTAL- 650SF 07 PROPOSED LAYDOWN AREA- PARKS/L 300SF FUTURE- 350SF TOTAL- 650SF 08 PROPOSED ADDITIONAL PAINT STORAGE 09 PROPOSED CANOPY FOR MATERIAL BINS 10 EXISTING CELL TOWER TO REMAIN 11 PROPOSED PEDESTRIAN ACCESS 12 PROPOSED NO PARKING SPACE- EMERGENCY ACCESS BACK-UP AREA 0' 20' 60' SCALE: 1" = 60'-0" www.gparchftects.org 0"frev a& �:ImAl ld+ffiSr-' — City of La Quinta- Corporate Yard s Assessment Report Page 61 of 67 STATEMENT OF PROBABLEgODRAFT STATEMENT OF PROBABLE COSTS A Statement of Probable Cost (SoPC) has been prepared based on the City of La Quinta Corporate Yard program requirements, conceptual block diagram, and the reconfigured site. The information contained in this document represents the approximate costs for construction based solely on this needs assessment programming. It is intended that these estimates be refined as the design process continues, however, the estimate may be relied on for planning and 'order of magnitude" budgeting purposes. The estimated cost of constructing a new facility will need to be examined to develop a complete cost -benefit picture to support a more complete SoPC. GENERAL ITEMS • Programmatic SoPC is based on the needs assessment and programmatic space requirements and conceptual site analysis and plans developed by GPa. • Construction budgets are based on the City of La Quinta contracting for the completion of the complete facility and site work improvements in a continuous phase to a single General Contractor. • Construction budgets are based on State of California Prevailing Wages only and do not include Federal funding wages and requirements. • Budget excludes any costs associated with hazardous material remediation. • Budget excludes all design, construction, and commissioning fees associated with obtaining a LEED certification from the USGBC. Sustainable design practices and use of these materials are included in the budget. • Budget excludes all costs required for temporary facilities during construction such as lockers, parking, storage, and others. • Budget excludes all site work except the covered canopies for the material bins and fleet vehicles. • Owners course of construction builders risk insurance is included within the direct costs. FIXTURES, FURNISHINGS, AND EQUIPMENT ALLOWANCES • Typical furnishings (desks, tables, chair, cabinets, and office furniture) figured for the Administrative functions are excluded from this Statement of Probable Cost. • Personnel office equipment (computers, printers, servers, copiers, scanners, and telephone equipment) is excluded and requirements will be determined by the City of La Quinta at a future date. SOME OTHER ADDITIONAL COST FACTORS ARE NOT INCLUDED IN THIS SOPC AND SHOULD BE CONSIDERED; • Possible costs associated with move coordination, business continuity, etc. • Likely additional cost of phasing construction to keep the facility running during the renovation, • This estimate is based on the assumption of a competitive bid environment at both the general contractor and subcontractor level. *a 0"frev City of La Quinta- Corporate Yard Needs Assessment Report Page 62 of 67 www.gporchitects.org 277 ' ' STATEMENT WA IGHT OF PROBABLE COST • This estimate assumes the use of prevailing wage labor rates. • The SoPC depicts current cost for this year. Escalation cost should be factor in at roughly 3% per year factored into every year beyond 2020. • Budget excludes all other related shop equipment such as tools, machinery, etc. 0"tre, ,& �,FMnfd+fiFSrAT — CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 63 of 67 F I rmmt STATEMENT OF PROBABLE COST ' City of La Quinta La Quinta Corporate Yard Summary Statement of Probable Cost Date: 02/07/2020 Space Type I Quantity I Unit I Unit Cost I Total 01 Office 1 $1,284,080.00 02 Office 2 $398,250.00 03 Office Plumbing $785,400.00 04 Warehouse/Shop $1,204,850.00 05 Exterior Spaces $12,000.00 06 Covered Canopy $832,800.00 Subtotal $4,517,380 Total building square footage 12500 sf $361.39 per square foot GRAND TOTAL ESTIMATE (including options listed above) $4,517,380 *Please note that all site work except the covered canopies for the material bins and fleet vehicles are excluded from this Statement of Probable Cost. *a 0"Tra City of La Quinta- Corporate Yard Needs Assessment Report Page 64 of 67 www.gporchitects.org `79 T DRAFT PROJECT INTRODUCTION _-ONE City of La Quinta La Quinta Corporate Yard Statement of Probable Cost Date: 02/07/2020 Detail Space Type I Quantity I Unit I Unit Cost I Total 01 OFFICE 1 (Typ. Office Space) Deputy Director 250 sf $350.00 $87,500.00 Executive Assistant 120 sf $350.00 $42,000.00 Traffic Analyst 144 sf $350.00 $50,400.00 Traffic Crew Room 340 sf $350.00 $119,000.00 Facilities Analyst 144 sf $350.00 $50,400.00 Facilities Crew Room 360 sf $350.00 $126,000.00 Copier/Supply Room 455 sf $350.00 $159,250.00 Multi -Purpose Storage Room 195 sf $320.00 $62,400.00 Parks/Landscape Analyst 144 sf $350.00 $50,400.00 Parks/Landscape Crew Room 360 sf $350.00 $126,000.00 Conference Room 325 sf $400.00 $130,000.00 Streets Analyst 144 sf $350.00 $50,400.00 Streets Crew Room 360 sf $350.00 $126,000.00 Electrical Room 200 sf $320.00 $64,000.00 Mechanical Room 200 sf $320.00 $64,000.00 Utility Room 200 sf $320.00 $64,000.00 Janitor's Closet 50 sf $420.00 $21,000.00 Clean/Soiled Room 130 sf $300.00 $39,000.00 Office Circulation 1,874 sf $320.00 $599,680.00 Sub -total $1,284,080.00 02 OFFICE 2 (Office Type 2) Lobby Area 105 sf $350.00 $36,750.00 I.T. Server Room 115 sf $500.00 $57,500.00 Multi -Purpose Room 760 sf $400.00 $304,000.00 Sub -total $398,250.00 03 OFFICE-P (Plumbing) Public Toilet Room 80 sf $420.00 $33,600.00 Restroom/Locker/Shower Area 1,340 sf $420.00 $562,800.00 Laundry Room 130 sf $420.00 $54,600.00 Vending/Ice Area 120 sf $350.00 $42,000.00 Pantry 220 sf $420.00 $92,400.00 Sub -total $ 785,400.00 W QaiKra — s:rsf N74cV 1}4 rjvd - CN of La Quinta- Corporate Yard Assessment Report www.gparchitects.org Page 65 of 67 DRAFT City of La Quinta La Quinta Corporate Yard Detail Statement of Probable Cost Date: 02/07/2020 Space Type Quantity I Unit Unit Cost Total 04 WAREHOUSE/SHOP Traffic Warehouse/Shop 915 sf $310.00 $283,650.00 Facilities Warehouse/Shop 960 sf $310.00 $297,600.00 Parks/Landscape Warehouse/Shop 560 sf $310.00 $173,600.00 Streets Warehouse/Shop 1,200 sf $310.00 $372,000.00 Paint Storage (150 sf X 2) 300 sf $260.00 $78,000.00 Sub -total $1,204,850.00 05 EXTERIOR SPACES Outdoor Lunch Area 200 sf $60.00 $12,000.00 Sub -total $12,000.00 06 COVERED CANOPY Material Bins 2,555 sf $120.00 $306,600.00 Parking- Fleet Vehicles 4,385 sf $120.00 $526,200.00 Sub -total $832,800.00 *a Q"Traf City of La Quinta- Corporate Yard Needs Assessment Report Page 66 of 67 www.gporchitects.org 281 r` , DRAFT RECOMMENDATIONS NINE SUMMARY AND RECOMMENDATIONS: This report, prompted by the potential reconfiguration of the current City of La Quinta Corporate Yard, offers an initial step into strategic long term planning. This facilities assessment report quantifies the programmatic needs of the City for improvements in three primary steps, Firstly, it highlighted the needs based on the deficiencies in the existing facilities, provided a data chart organizing the quantity of required spaces along with the preferred individual "space standard" layouts, Secondly, these layouts were combined and formally organized into departmental blocks. The final step culminated these blocks into an ideal diagrammatic site scheme conveying an ideal campus layout. The site plan diagram offers a primarily functional and organizational approach, and will need to be overlaid with considerations of projected costs and requirements of the City's schedule, move coordination, along with the impact on the potential community and environment surrounding the existing site. With this report describing the needed parameters of the new facility, the following are our recommended the next steps for the progress of the potential reconfiguration of the City of La Quinta Corporate Yard: STEP 1: MASTER SITE PLAN AND FLOOR PLAN A new master plan be would developed (refined from the site diagram in this report) to depict how the facility would be able to maximize the potential site based on the previous block diagrams completed. Topographic conditions, boundaries, views, context, setbacks, height restrictions, and easements etc, would be reviewed to determine the best positioning and areas allocated for various Functional Groups, parking, and circulation needed as it applies specifically to conditions of the site(s), Along with the site plan, the floor plans would depict space plan for typical office layouts, sizing, and groupings within the conceptual floor plan. Suggested furniture space layout for common space per functional group will be provided on the conceptual plans. STEP 2: UPDATED STATEMENT OF PROBABLE COST BASED ON MASTER SITE PLAN AND FLOOR PLAN • An updated SoPC will be developed to reflect more specific Site Conditions and proposed floor plan. This will assist in formulating an established budget to finance and plan for the continued development of the project. Once these steps are completed we believe that the City can confidently move forward and initiate the formal entitlement process for the design and construction of the City of La Quinta Corporate Yard. a& G4&a �:'Fm Ad Id+ ffiSr- ' — CN of La Quinta- Corporate Yard 7 s Assessment Report www.gparchitects.org Page 67 of 67 APPENDIX 11 La Quinta - Maintenance & Operations Center 's Apll Appendix 11 -Landscape Basis -of -Design RY+AaO 283 2024-0361 Dale 12/12/2024 Tom Pd> cwlk , PrvmEirnQ ".A SLA IN-SItE A RC'HITECITUR E. INC-' lanr}�npe,lrrhiten CA041,47, N002341, P#V4N1619# iingimiItuLmdarch,l m PROJECT COORDINATION MEMO Project; La Quinta Operations Yard Bate: 11 / 2.5/24 Landscape Architecture Design Parameters 1, Landscape setback 5hall consist of landsmped w-ea within the building setback. a. City prefers to use the rninirnuisn required plant material. b. Plant materials shall be compatible with thane used at Fritz Burns Park for consiste11cy, 2. Parking Lot Landscaping: minimum 5% a, 50% Shade is required for parking lot (Trees or shade canopies). b. Plant materials shall be compatible with those used at Ritz Burns Park for consistency. I Non Parking areas_ mininium 5 . a, City of La Quinta shall confirm if landscape requirement for the interior of the Operations Yard shall he adhered to or if variance is desired since the interior is industrial use. 4. Provide a pedestrian connection from the park to the existing northern parking lot, a, The Fritz BLirns Park prefect is proving a new si d ewal k -a] ong an the west side ❑f the fire station wall that connects the Avenue 52 sidewalk to the existing gate. b. A second gate can be constructed ut the wall separating the tennis complex for direct access to the tennis curnplex. City shall confirm. i. The existing brow ditch in frnnt of this connection will need to be retro#itted with a lid to accommodate ADA access. 5. Create an outdoor patio/ eating area ciose to the locker room area. [requested by City.] a. Provide a shade canopy at outdaar eating area. 6. Currently the City does not have a plant nursery, but only an area where they temporarily store plant material as -needed far plant replace ntents, a. City shall confirm if we should design a quirk coupler, or an irrigation valve, or fully design a nursery area with 3n irrigation syster>n, 7. The City confirmed they will provide an irrigation zone map [controller chart] and the location and meter ID number used for the currenk irrigation system. (Beyumsted during the site visit). r,AUFURNIA rai IRTH r-AROLIh1A NEW YORK (P.C.] 2907 Shelter Island Or, 0105-417 8209 Market St, Ste A-2&4 PO Box 356 San DiLTU, CA 92106 Wi3naingtoii, NC Z8411 Orchard Park, NY 14127 519.7915,7603 910-617-8254 71E1-SUR-8341 WW%r.lnNItelxndarchsom La Quinta - Maintenance & Operations Center q 111 RY+AaO Appendix 11 -Landscape Basis -of -Design �. 5 a a 284 2024-0361 Date 12/12/2024 APPENDIX 12 La Quinta - Maintenance & Operations Center Ap12 Appendix 12 - 12-Month Electrical Utility Data RY+A0 See 285 2024-0361 Dale 12/12/2024 .aLLUM SEY rariaa: raQiu: 1j1013ulr1J2-A 1,D: Wj/ju1zu,44 Su$ineas Partner Nam : CITY GF LA QUINTA Service Address: 78106 FR.ANCES HAC!{ ;,N i A, LA QUINTA. CA ?2253 Rate Category: MUNICIFA.L SERVICE Device; 278682 Technical Id: I10-]B42 Inatailat3on 200MO 7009261.2 08/15/2024 29 0.OU 0.00 69 22.66 139033795 2138 ?0092412 01/i7/2024 3€3 0.00 4.50 -36 34,22 247964729 4,53 70092612 0611712021 33 1.41 0,00 74 25.76 128107830 2,24 70092512 05/15/2024 25 0.66 0.Din 58 23.88 137976010 2.07 70092612 04/17/2024 30 3.G2 D.D0 67� 153.24 118099983 22.60 70092612 03/18/2024 33 3.21 0.00 796 191.13 147866114 24.12 7OU92612 02J1 4/2024 28 2.73 0.00 359 07.07 IIBD60642 12.82 700112612 01/11/2024 33 2.31 0.00 419 96.12. 12BOO8905 12.70 70092612 12/15/2023 30 3.84 0.00 567 125.10 147930244 19,90 70092612. 11/1512023 29 3.26 0.00 717 144.63 197810617 1174.72 70092612 10/1712023 29 3.03 0.00 334 '72.18 13.7839235 1.1.52 70092612 09/1RI2023 33 1.41 0.0 I 146 38.4D 1,024.39 137819444 4.42 I i Total of Fcecnrds: 12 Total Average Of 9WH History: 30 Total Average Of M=Chly Charges: 85.42 La Quinta - Maintenance & Operations Center 's Appendix 12 - 12-Month Electrical Utility Data !�"` A.-p1291 RY +A0 Scale Job No286 . 2024-0361 • • Dale 12/12/2024 IPIFMIM Poo In a 0 ECC r [p M DD H 0 Q WV (D [FE03 V a) [F (a) 94