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HomeMy WebLinkAbout2020-05-05; City Council; Resolution 2020-076RESOLUTION NO. 2020-076 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, AUTHORIZING AMENDMENT NO. 1 TO THE AGREEMENT WITH SILLMAN WRIGHT ARCHITECTS, INC. TO INCORPORATE STRUCTURAL ENGINEERING DESIGN SERVICES INTO THE DESIGN WORK FOR THE CITY OF CARLSBAD PUBLIC SAFETY AND SERVICE CENTER IMPROVEMENTS, CAPITAL IMPROVEMENT PROGRAM (CIP) PROJECT NO. 4715, IN AN AMOUNT NOTTO EXCEED $365,225. WHEREAS, on Nov. 19, 2019, City Council adopted Resolution No. 2019-234 authorizing Sillman Wright Architects, Inc. (SWA) to complete the design work for the City of Carlsbad Public Safety and Service Center Improvements, CIP Project No. 4715 (Project); and WHEREAS, the mayor executed an Agreement with SWA to provide these design services for the Project in an amount not to exceed $611,214; and WHEREAS, the City Council of the City of Carlsbad, California has determined that structural engineering design services should be added to the scope of design services for the Project to bring the Safety Center into compliance with current seismic safety codes; and WHEREAS, SWA has tendered a proposal for these structural engineering design services in an amount not to exceed $365,225; and WHEREAS, the total value of the contract with SWA as amended requires City Council approval; and WHEREAS, Amendment No. 1 to the Agreement has been prepared for the mayor's signature and is attached hereto as Attachment A. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows: 1. That the above recitations are true and correct. 2. That the proposal submitted by SWA in an amount not to exceed $365,225 is hereby accepted. 3. That the mayor is authorized and directed to execute Amendment No. 1 to the Agreement with Sillman Wright Architects. May 5, 2020 Item #3 Page 4 of 17 PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 5th day of May, 2020, by the following vote, to wit: AYES: NAYS: ABSENT: Hall, Blackburn, Bhat-Patel, Schumacher. None. None. MA TT HALL, Mayor 0tfL9~~~~)) BARBARA ENGLESON, City Cle~~ .. J (SEAL) \\\\111111111////f// .:t❖'o'''~ CA!i/';t% ~ ··•••,U~c-,. ~'-.. • ··.v ~ t§r ... ~J{~Ji \ \S'Cit~? J ~ \j,. .. , ......... · .. " ~ r1··•. ', .. ·· ,,.-S:' 1-,,;,/. '-;iq1.··········· ~' :,..~❖ 11,,11 I FO~ ,,,,,, 1111111111111\\\\\\\ May 5, 2020 Item #3 Page 5 of 17 DocuSign Envelope ID: 39B0E0CD-299D-4FEE-8338-DF38D3490A96 PSA20-921TRAN AMENDMENT NO. 1 TO AMEND AND EXTEND AGREEMENT FOR SAFETY CENTER DESIGN SERVICES -STRUCTURAL UPGRADE SILLMAN WRIGHT ARCHITECTS This Amendment No. 1 is entered into and effective as the 7th day of May, 2020, amending and extending the Agreement dated November 25, 2019 (the 'Agreement') by and between the CITY OF CARLSBAD, a municipal corporation, ("City"), and SILLMAN WRIGHT ARCHITECTS, a California corporation, ("Contractor") (collectively, the "Parties") for Safety Center Design Services -Structural Upgrade. RECITALS A. The Parties desire to alter the Agreement's scope of work to increase the design services to include the structural engineering and additional design work necessary for the building to comply with the Essential Services Building Seismic Safety Act; and B. The Parties desire to extend the Agreement for a period of one (1) year ending November24,2022;and C. The Parties have negotiated and agreed to a supplemental scope of work and fee schedule, which is attached to and incorporated in by this reference as Exhibit "A" Scope of Services and Fee, for a total amount of three hundred sixty-five thousand, two hundred twenty- five thousand dollars ($365,225): and D. Contractor has the necessary experience in providing professional services and advice related to design services. NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained herein, City and Contractor agree as follows: 1. In addition to those services contained in the Agreement, as may have been amended from time to time, Contractor will provide those services described in Exhibit "A". With this Amendment, the total Agreement amount shall not exceed nine hundred seventy-six thousand, four hundred thirty-nine dollars ($976,439). 2. City will pay Contractor for all work associated with those services described in Exhibit "A" on a percentage complete basis not-to-exceed three hundred sixty-five thousand, two hundred twenty-five dollars ($365,225). Contractor will provide City, on a monthly basis, copies of invoices sufficiently detailed to include hours performed, hourly rates, and related activities and costs for approval by City. 3. Contractor will complete all work described in Exhibit "A" by November 24, 2022. 4. All other provisions of the Agreement, as may have been amended from time to time, shall remain in full force and effect. 5. All requisite insurance policies to be maintained by the Contractor pursuant to the Agreement, as may have been amended from time to time, shall include coverage for this Amendment. City Attorney Approved Version 6/12/18 1 of 11 May 5, 2020 Item #3 Page 6 of 17 DocuSign Envelope ID: 39B0E0CD-299O-4FEE-8338-DF38O3490A96 PSA20-921 TRAN 6. The individuals executing this Amendment and the instruments referenced on behalf of Contractor each represent and warrant that they have the legal power, right and actual authority to bind Contractor to the terms and conditions hereof of this Amendment. CONTRACTOR SILLMAN WRIGHT ARCHITECTS, a California corporation By: (sign here) Brett Tullis, President (print name/title) By: (sign here) Larry Sillman, Principal Architect (print name/title) CITY OF CARLSBAD, a municipal corporation of the State of California By: 'lf{_~/j// Matt Hall, Mayor ATTEST: If required by City, proper notarial acknowledgment of execution by contractor must be attached. If a corporation, Agreement must be signed by one corporate officer from each of the following two groups. Group A Chairman, President, or Vice-President Group B Secretary, Assistant Secretary, CFO or Assistant Treasurer Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation. APPROVED AS TO FORM: CELIA A. BREWER, City Attorney BY: ______ <;2_o_,.,_~_-'?,___ ___ _ Assistant City Attorney City Attorney Approved Version 6/12/18 2 of 11 May 5, 2020 Item #3 Page 7 of 17 DocuSign Envelope ID: 39BDEDCD-299D-4FEE-8338-DF38D3490A96 EXHIBIT "A" SCOPE OF SERVICES AND FEE Itemized List of what Contractor will do for City and at what price. 1. 2. 3. 4. 5. Architectural Design Services Structural Engineering Design Services Mechanical/Electrical/Plumbing Design Services Technology Systems Engineering Cost Estimating (earlier that 100% CD stage) NOT-TO-EXCEED TOTAL (inclusive of reimbursable expenses) PSA20-921 TRAN $61,890 $280,000 $12,500 $4,000 $6,835 $365,225 City Attorney Approved Version 6/12/18 3 of 11 May 5, 2020 Item #3 Page 8 of 17 DocuSign Envelope ID: 39B0E0CD-299D-4FEE-8338-DF38D3490A96 SllLJ\All WQ IC T f\k IH: T March 27, 2020 Mr. Steve Stewart Municipal Project Manager City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008-7314 APPENDIX "A" PSA20-921 TRAN Project: Subject: City of Carlsbad -Public Safety and Service Center Renovation Additional Services -Design Services for an Essential Facility Performance Level Add Service #: 01 Dear Steve Sillman Wright Architects (Architect) are pleased to provide the City of Carlsbad (Client) with this proposal for Additional Services for the Design, Plan Check Processing and Construction Administration Services for the Structural Retrofitting of the Primary Structure and the Seismic Bracing of Non-Structural Equipment to achieve an "Essential Facility Performance" level. Work is to be performed for the City of Carlsbad -Public Safety and Service Center building, located at 2560 Orion Way, Carlsbad, CA. Project Description The Project is currently in the 50% Design Development phase. The Client has requested the Architect to begin to evaluate a way to incorporate the Scope of Work mentioned below, being sensitive to Construction Cost impact. The Project aims to Seismically Retrofit the existing Building, approximately 48,000 GSF, to an Essential Facility Performance level. In order to comply with the Essential Services Buildings Seismic Safety Act of 1986 (ESBSSA), the majority of the burden falls with structurally retrofitting the building to achieve an "Immediate Occupancy Structural Performance Level (S-1)", as defined in ASCE 41-17, whereby the structure remains safe to occupy and essentially retains its pre-earthquake strength and stiffness following an earthquake. The retrofitting of the structural system is identified in the 2016 -Seismic Assessment Report produced by IDS Groups. Non-Structural Equipment and Systems will be seismically braced to "Operational Non- Structural Performance Level (N-A)" per ASCE 41-17. The legislature states that "Nonstructural Components vital to the operation of essential services buildings shall also be able to resist, insofar as practical, the forces generated by earthquakes, gravity, fire, and winds. The design team recognizes that certain Non-Structural components housed in essential services buildings, including, but not limited to, communications systems, main transformers and switching equipment, and emergency backup systems, are essential to facility operations and that these nonstructural components should be given adequate consideration during the design and construction process to assure, insofar as practical, continued operation of the building after a disaster." The anticipated Non-Structural upgrades include: 4 of 11 May 5, 2020 Item #3 Page 9 of 17 DocuSign Envelope ID: 39B0E0CD-299D-4FEE-8338-DF38D3490A96 APPENDIX "A" PSA20-921 TRAN • Architectural components: Cladding and glazing, veneer and other Non- Structural walls, partitions, ceilings, etc. • Mechanical equipment and systems: Boilers, furnaces, pumps, chillers, fire suppression equipment and piping, HVAC equipment and ductwork, HVAC equipment mounted in line with ductwork, etc. • Electrical and communications equipment and systems: Electrical and communications equipment and distribution systems, emergency power equipment, light fixtures, and emergency lighting, etc. • Furnishings and interior equipment: Storage racks, contents, computer access floors, computer and communication racks, elevators, etc. Additional coordination efforts will be necessary with Mechanical, Plumbing, Electrical, Lighting, Fire Protection, Low voltage, Cost Estimating and some Site Improvements. The Construction Cost is estimated to be approximately $5,500,000, based on locating the structural retrofit systems on the Exterior of the building. It is difficult to quantify the potential cost impact for locating the Structural Retrofit System on the Interior of the building because the magnitude of relocation of existing components to accommodate the new structural system is unknown. However, an Interior Retrofit would likely result in a 10% increase to the Project Costs at a minimum. Scope of Work The Scope of Work consists of meeting with the Client to determine the Seismic Retrofitting Solution that best fits the end-users needs, reduces cost impact and minimizes the need to extend the Conceptual Schedule. Based on meetings with the Client, the Architect and Consultants will update the Design Development documents for review and approval by the Client. Based on the approved Design Development documents, the Architect and Consultants shall incorporate the Client comments and work towards the completion of the 100% Construction Documents. During this process, the following services will take place: • Perform Site Survey, development of primary building structure As-builts and material testing program • Perform ASCE-41 Tier 3 Dynamic Analysis/ structural and develop seismic and bracing calculations • Construction Documents for the seismic retrofit, of the primary building structure and retrofitted components • Develop seismic retrofit for Non-Structural equipment • Coordinate with design team regarding impacted finishes, equipment and building systems • The 50% Construction Document deliverable will be used as the basis for a third-party cost estimate • Assist the Client in obtaining building department approval • Provide Construction Administration support services The changes proposed are not currently in the Scope of Work and are considered Additional Services. 5 of 11 May 5, 2020 Item #3 Page 10 of 17 DocuSign Envelope ID: 39B0E0CD-299D-4FEE-8338-DF38D3490A96 APPENDIX "A" PSA20-921 TRAN Conceptual Schedule The Design Schedule shall be extended by six (6) weeks to complete the design. Due to the accelerated nature of the services requested, the Architect and Consultants will work diligently to complete the work within the timeframe mentioned above but may be subject to change if it is determined that the existing conditions do not reflect the "As-Built" Documents. Client Provided Documents Client to provide Architect with requested information within a reasonable time frame as to not delay the design process. Architect may rely on the accuracy and completeness of these items. Fee: Architecture Structural Mechanical/Pluming Technology Estimating Additional Fee Estimates for Scope (by others) • Supplemental Geotechnical Report: • Material Testing Contractor: Project Assumptions and Exclusions Grand Total: $61,890 $280,000 $12,500 $4,000 $6,835 $365,225 $5,000 -$10,000 $10,000 -$15,000 • Documents prepared by the Architect will be prepared based upon reasonable assumptions derived from existing information provided by the Client and from limited observation of accessible and visible existing conditions by the Architect and Consultants without the benefit of extensive field measurements and investigation prohibited by expense and inconvenience to the Client. • It is understood and agreed that unforeseen conditions uncovered during the progress of the Project may require changes in the Project, resulting in additional cost and delay. • Civil and Landscape services • Additional Cost Estimates beyond the one estimate at the 100% Design Development phase • Production Renderings • Client directed Design Revisions after the completion of the Design Development phase or Value Engineering after Construction Documents • Material Testing of selected structural materials will be required, provided by others • Supplemental Geotechnical Report 6 of 11 May 5, 2020 Item #3 Page 11 of 17 DocuSign Envelope ID: 39B0E0CD-299O-4FEE-8338-DF38O3490A96 APPENDIX "A" PSA20-921TRAN • Operational requirements for essential facility function beyond the seismic retrofit of the existing structure and the existing Non-Structural Elements and Components are not included. • Proposed Conceptual Schedule is based on conducting and obtaining Material Testing report in a timely manner. • Fee and Schedule may be adjusted, with prior approvals, subject to any unforeseen impacts due to the current COVID 19 Pandemic State, Local and Federal requirements. All other conditions of the Original Signed Agreement remain the same. Thank you for this opportunity to be of service. Sincerely, Mark Baker, AIA Principal Architect CA License No. C-18627 ACCEPTED BY: BY NAME POSITION/COMPANY DATE 7 of 11 May 5, 2020 Item #3 Page 12 of 17 DocuSign Envelope ID: 39B0E0CD-299D-4FEE-8338-DF38D3490A96 March 23, 2020 REVISION #1 Mark Baker Sillman Wright Architects, Inc. 7515 Metropolitan Drive, Suite 400 San Diego, CA 92108 APPENDIX "A" RE: City of Carlsbad Public Safety Center Renovation Carlsbad, CA Dear Mark: PSA20-921 TRAN Per your request, IDS is pleased to submit this proposal to provide structural engineering design and construction administration services for the seismic retrofit of the existing City of Carlsbad Public Safety and Service Center building located at 2560 Orion Way, Carlsbad, CA to an Essential Facility seismic performance level. Project Description and Design Criteria: The project aims to seismically retrofit the subject building, approximately 48,000 GSF, to an Essential Facility performance level as outlined below: Structural Performance: The building structure will be retrofitted to achieve an "Immediate Occupancy Structural Performance Level (S-1)", as defined in ASCE 41-17, whereby the structure remains safe to occupy and essentially retains its pre-earthquake strength and stiffness following an earthquake. Non-structural Performance: The building's non-structural equipment and systems will be seismically braced, if not already, to essentially an "Operational Nonstructural Performance Level (N-A)" per ASCE 41-17. These systems will include: • Architectural components: Cladding and glazing, veneer and other nonstructural walls, partitions, ceilings, etc. • Mechanical equipment and systems: Boilers, furnaces, pumps, chillers, fire suppression equipment and piping, HVAC equipment and ductwork, HVAC equipment mounted in line with ductwork, etc. • Electrical and communications equipment and systems: Electrical and communications equipment and distribution systems, emergency power equipment, light fixtures, and emergency lighting, etc. • Furnishings and interior equipment: Storage racks, contents, computer access floors, computer and communication racks, elevators, etc. Our "Seismic Assessment Report for the City of Carlsbad Safety Center", issued by IDS Group on 10/14/2016, will be reviewed as a basis; however, as we perform Tier-3 dynamic analysis many more options will be considered, including adding braced frames, retrofitting the existing moment frames while adding more moment-frames, adding buckling-restrained braced frames, adding viscous dampers, etc. The aim will be to minimize any seismic retrofit work inside the 8 of 11 May 5, 2020 Item #3 Page 13 of 17 DocuSign Envelope ID: 39B0E0CD-299D-4FEE-8338-DF38O3490A96 APPENDIX "A" PSA20-921 TRAN building as well as to mmImIze impact on cost, impact on aesthetic as well as impact on operation/phasing during construction. We understand that the seismic retrofit work will coincide, and will be closely coordinated, with the interior renovation work currently under design, which includes partitions, doors, finishes, specialties, plumbing systems, fire protection systems, HVAC systems, electrical systems, lighting upgrades, low voltage upgrades, and minor site improvements. We understand that the construction cost is estimated to be approximately $5.5M. Scope of our Services: We will provide structural engineering design and construction administration services for the seismic retrofit of the subject building as outlined above. Our work will include: • Perform site survey, development of primary building structure As-builts and material testing program • Perform ASCE-41. Tier 3 Dynamic Analysis/ structural and develop seismic and bracing calculations • Develop Schematic, Design Development and Construction Documents for the seismic retrofit, of the primary building structure and retrofitted components • Coordinate with the design team regarding impacted finishes and MEP equipment and systems, as needed • Assist the city in obtaining building department approval • Provide Construction Administration support services Fee and Schedule: We propose to provide our structural engineering scope of work above for lump-sum fee of $280,000.00, as follows: • Design Phase fee: • CA Phase fee: $235,000.00 $45,000.00 Additional Fee Estimates for Scope by others: • Supplemental Geotechnical Report: • Material Testing Contractor: $5,000 -$10,000 $10,000 -$15,000 We estimate the Design Phase duration to be three (3) months from the Notice to Proceed. Project Assumptions and Exclusions: The scope of services is limited to the specific, explicit scope statements set forth above. Additionally, please note the following: • A supplemental geotechnical/geohazard report will be required indicated site specific ground motion will be required, provided by others. 9 of 11 May 5, 2020 Item #3 Page 14 of 17 DocuSign Envelope ID: 39B0E0CD-299D-4FEE-8338-DF38O3490A96 APPENDIX "A" PSA20-921 TRAN • Material testing of selected structural materials will be required, provided by others • Operational requirements for essential facility function beyond the seismic retrofit of the existing structure and the existing nonstructural elements and components are not included • Construction Administration phase meetings will be limited to as required to provide code-required structural observations • Attendance at weekly OAC meetings or otherwise are not included • Support of architectural and MEP engineering project teams will be required during field investigation and design phase to help access nonstructural components and equipment, and to provide information on MEP equipment and systems needed for seismic bracing assessment and calculations (functions/use, cut-sheets, weights, CG locations, etc.) • Our proposed schedule is based on conducting and obtaining material testing report in a timely manner • Our fee and schedule may be adjusted, with prior approvals, subject to any unforeseen impacts due to the current pandemic All existing project's terms and conditions to remain the same. Thank you for giving us the opportunity to propose our services. Please do not hesitate to call me at 619-768-6784 if you require further information regarding this proposal and fee. We look forward to working with you. Sincerely, IDS Group, Inc. / :,-,/ ,.,. .. E atzl, P.E., LEED AP Associate Principal cc: Rami Elhassan, Principal, IDS Elwood Smietana, Associate Principal, IDS Maggie Argueta, Administration, IDS Brianna Rice, Administration, IDS 10 of 11 May 5, 2020 Item #3 Page 15 of 17 DocuSign Envelope ID: 39B0E0CD-299D-4FEE-8338-DF38D3490A96 APPENDIX "A" PSA20-921 TRAN This authorizes IDS Group, Inc. (IDS) to perform the Scope of Work outlined in this proposal. The Terms and Conditions of this agreement are according to attached document. Mark Baker -Sillman Wright Architects Client Signature Date Print Name, Title 11 of 11 May 5, 2020 Item #3 Page 16 of 17