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HomeMy WebLinkAboutresolution.council.007-26RESOLUTION N0.007 SERIES OF 2026 A RESOLUTION OF THE CITY OF ASPEN CITY COUNCIL APPROVING A CHANGE ORDER FOR ARMORY HALL ADAPTIVE REUSE PROJECT,130 S. GALENA, BETWEEN THE CITY OF ASPEN AND SHAW CONSTRUCTION, AUTHORIZING THE CITY MANAGER TO EXECUTE SAID CHANGE ORDER ON BEHALF OF THE CITY OF ASPEN, COLORADO WHEREAS, there has been submitted to the City Council a change order between the City Council (the "Owner") and Shaw Construction (the "Contractor"), a true and accurate copy of which is attached hereto as "Exhibit A", and, WHEREAS, city staff, through a competitive bid process considered and approved a Contractor at Risk contract for preconstruction services in April 20250 and WHEREAS, the means and methods of installing a new foundation by lifting the building requires approval by the Historic Preservation Commission and precipitates the need for engineering design work associated with the building lift to be submitted to the Historic Preservation Commission; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ASPEN AS FOLLOWS: That the City Council of the City of Aspen hereby approves the Change Order, known as change order 2, to the agreement between Owner and Contractor, a copy of which is annexed hereto and incorporated herein, and does hereby authorize the City Manager to execute said agreement on behalf of the City of Aspen. RESOLVED, APPROVED, AND ADOPTED FINALLY by by the City City of Aspen on the 13th day of January A Council of the I, Nicole Henning, duly appointed and acting City Clerk do certify that the foregoing is a true and accurate copy of that resolution adopted by the City Council of the City of Aspen, Colorado at a meeting held on the 13th day of January 2026. Nicole Henning, City Clerk Resolution 007-2026 Page 1 of 1 Docusign Envelope ID: 3AE12253-4F87-4CB4-A459-338A784198E3 Change Order PROJECT: (Name and address) Armory Hall 130 S. Galena Street Aspen, CO 81611 CONTRACT INFORMATION: Contract For: Constriction - Armory Adaptive Reuse Project Date: 0441-2025 2024-447.02 CHANGE ORDER INFORMATION: Change Order Number: 002 Date: 01-02-2026 OWNER: (Name atad address) ARCHITECT: (Name and address) CONTRACTOR: (Name and address) City of Aspen CCY Architects Shaw Constrcution 427 Rio Grande PI 228 Midland Ave. 760 Horizon Drive, #201 Aspen, CO 81611 Basalt, CO 81621 Grand Junction, CO 81506 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable, attach or reference specific exhibits adjustments attributable to executed Constrarction Change Directives.) Change Order 002 consists of: PCO 002 - $1345573.93 Deliverables include: • Building Lift Means &Methods Narrative • Stamped Steel and Cribbing Layout • Jacking/Shoring Post Layout Calculation Package (including deflection model) • Submittal of Wolfe Lifting Contract • Full Interior Bracing Design Package The original Guaranteed Maximum Price was The net change by previously authorized Change Orders The Guaranteed Maximum Price prior to this Change Order was The Guaranteed Maximum Price will be increased by this Change Order in the amount of The new Guaranteed Maximum Price including this Change Order will be The Contract Time will be unchanged by (0) days. The new date of Substantial Completion will be Also include agreed upon $ 58,146.00 $ 25,971.16 $ 84,117.16 $ 134,573.93 218,691.09 $ NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price, or the Contract Time, that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. 11T DocuSigned by: Todd, ke�neol.y n BY: Todd Kennedy - Partner (Printed name, title, and license number if requited) 1/2/2026 17:15:20 PM MST Date D t Kate Johnson ae: City Attorney Signature: DocuSigned by: BY: Sarre Meyer -President (Printed mm�e and title) Date 1/2/2026 13:36:02 PM MST Signed by: OWNER (Signature) BY: Pete Strecker -City Manager (Printed name attd title) 1/14/2026 1:08:43 PM M � ST Date AIA Document G701 — 2017. Copyright ©1979, 1987, 2000 , 2001 and 2017. All rights reserved. "The American Institute of Architects," "American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects. This document was produced at 11:49:04 MST on 01/02/2026 under Subscription No.20250156399 which expires on 08/21/2026, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents® Terms of Service. To report copyright violations, a -mail docinfo@aiacontracts.com. User Notes: (69581183737d8183a967c630) Change Order No. 2 PROJECT:CHANGE ORDER NUMBER: 2 TO CONTRACTOR: DATE: CO Item#Description Amount THE CONTRACT IS CHANGED AS FOLLOWS: PCO # Armory Adaptive Reuse Project 130 S Galena Aspen, CO 81611 1 Interior Shoring Engineering 134,573.93 2 Total For CO# 2:$134,573.93 NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. Original Contract sum was $25,971.16Net change by previously authorized Change Orders $84,117.16The Contract sum prior to this Change Order was $134,573.93The Contract sum will be INCREASED by this Change Order in the amount of $218,691.09The new Contract sum including this change order The Contract time will be unchanged. ContractorArchitect Owner By Date The date of Substantial Completion as of the date of this Change Order therefore is ____________. , Address Address Address (Signature)By By(Signature)(Signature) Date Date Name Name Name Robert Glover $58,146.00 Pending Change Order No. 2 Aspen, CO 81611 130 S Galena Armory Adaptive Reuse Project Project No: 20494- PCO No. 2 Interior Shoring Engineering Date Sent: 12/30/2025 Transmitted To: Aspen, CO 81611 Description of Proposal: From: Robert Glover, Project ManagerJennifer Phelan, Development Manager Tel: 970-242-9236 Fax: 970-241-5618 Email: robertglover@shawconstruction.net Aspen, City of 427 Rio Grande Pl Cost Summary for Item : 1 Interior Shoring Engineering QuantityDescriptionPhase Unit Price Amount 118,530.00 118,530.00LS 1Interior Shoring Engineering002530- - 8,680.00 8,680.00LS 1Additional Site Visits002530- -002 $127,210.00Net Total for Item 1: Description Percentage Amount 1,132.17General Liability Insuranc 0.89% 1,055.84Performance Bond 0.83% 5,175.92Fee 4.00% $7,363.93Subtotal: $134,573.93Total Item #1: Time Extension:NONE Grand Total PCO #2: Total Time Extension:NONE $134,573.93 Submitted By: Authorized By: Aspen, City of Signature _________________________ Date ________ Name _________________________________________ Signature __________________________ Date ________ Name __________________________________________ I authorize Shaw Construction to proceed with the work noted above and agree to pay for the work. Jennifer Phelan, Development ManagerRobert Glover, Project Manager Page 1 of 1 Atkinson-Noland & Associates 607 S. Public Rd. Suite 110 Lafayette, CO 80026 303.444.3620 32 Old Slip, 10th Floor New York, NY 10005 917.647.9530 ana-usa.com PROPOSAL December 19, 2025 Aspen Armory Bracing 130 S Galena Street Aspen, CO 81611 ANA Job No. 25-200 Shaw Construction Robert Glover 300 Kalamath Street Denver, CO 80223 970-248-2632 robertglover@shawconstruction.net Billing Contact Information (Please Provide): Name: Billing Address: City, State Zip: Phone: Email address: OBJECTIVE This proposal outlines engineering services by Atkinson-Nolans & Associates (ANA) for Shaw Construction related to the historic Armory Hall Building in Aspen, CO. It is our understanding that, as part of a proposed renovation, the building will be lifted in-place to allow for the installation of a new foundation system. The proposed work also includes full replacement of the existing floors and partial replacement of the roof framing. It is our understanding that the existing floor and roof diaphragms will be in place during lifting of the building and construction of the new foundation system, and shoring of the exterior masonry walls is not required during this construction phase. Temporary bracing of the exterior masonry walls will be required during the replacement of the floor and roof framing, when the walls will lose their later support: Engineering services outlined in this proposal are related to the design of a temporary bracing system for the exterior walls during this phase of construction. It is also assumed that by the time the wall bracing is installed, the building will already rest on the new foundation and the steel beams used for lifting will have been removed. The following scope of work is based on correspondence between our offices. Aspen Armory Bracing Pg. 2 12/19/2025 Atkinson-Noland & Associates SCOPE OF WORK 1. Conceptual Bracing Design: ANA will develop a preliminary bracing plan based on the information available on the design drawings issued for permit1. The bracing plan will outline the bracing requirements to provide lateral support to the existing masonry walls during the removal of the existing floor and roof framing and the installation of the new interior framing system. A set of drawings including general notes will be provided for review describing materials and bracing procedures. It is anticipated that the bracing system will consist of structural steel braced frames on temporary concrete foundation. However, given the constraints with the construction site, micropiles may be needed to support the bracing system. It is assumed that micropiles will be designed by a specialty contractor. 2. Building Evaluation: Once the interior finishes have been removed and all structural elements are exposed, ANA will conduct a site visit to evaluate the existing condition of the masonry walls and other structural elements pertaining to the wall bracing design, confirm design assumptions, and finalize the bracing design. 3. Final Bracing Design: Following verification of existing conditions, a final bracing design and drawings will be provided. 4. Bracing Observations: ANA will conduct two site visits during the wall bracing installation to observe that the installation and conditions are in general conformance with the bracing design. Time is also included under this task for review of submittals and response to RFIs pertaining to the wall bracing design. 5. Miscellaneous Design Tasks: A total of 16 hours of engineering time is included in this proposal to design, detail, and specify work to address minor changes to the wall bracing design that may be needed during construction. 6. Site Visits (Optional). Should additional site visits be needed, they can be conducted at the direction of the client as an additional scope of work. Such site visits may be required to address unknown conditions encountered during construction, observe lifting operations, or to answer questions and resolve potential issues related to the bracing work. An ANA engineer will conduct half-day site visits and produce a brief summary report after each visit. PROJECT SCHEDULE Work on the project can begin within 2 weeks of receipt of a signed contract and a conceptual bracing design can be provided after 4-6 weeks. Additional tasks will be coordinated with the client based on the actual project schedule. 1 File name: “24102 2025-11-19_ARMORY_PERMIT”; issue date: 11/19/2025. Aspen Armory Bracing Pg. 3 12/19/2025 Atkinson-Noland & Associates Work on the project and mobilization to the site will not take place without receipt of a signed contract in advance. This proposal includes standard terms used by ANA, amendments to these terms or a different agreement for the work must be submitted to ANA at least three weeks prior to the planned project start date. ANA reserves the right to make travel arrangements and schedule the work only after the receipt of an executed agreement between ANA and the client. DELIVERABLE • As outlined in the scope of work. PROJECT COSTS Costs for the scope of work described above are as follows, including all labor, travel and equipment. Task 1, Conceptual Bracing Design: $31,670 Task 2, Building Evaluation: $11,380 Task 3, Final Bracing Design: $11,280 Task 4, Bracing Observations: $12,300 Task 5, Miscellaneous Design Tasks: $3,300 Total (Tasks 1-5) $69,930 Task 6, Site Visit (Optional) $4,340/visit Additional tasks beyond the listed scope of work will be conducted at the direction of the client, and will be charged at our standard billing rates. This proposal is valid for 30 days following the date listed above. EXCLUSIONS • Access; no ladder, scaffold, or man-lift charges are included. • Design of micropiles. • Building repair and strengthening design that may be needed during lifting operations. • Design of temporary shoring and bracing during lifting operations. • Design of temporary shoring for the installation of the new structural framing. • Cost for laboratory or field testing to characterize existing materials not already tested. Proper bracing design requires knowledge of existing material properties. CLIENT RESPONSIBILITIES The client is responsible for the following: • Site access • Lighting • Drawings in electronic format Aspen Armory Bracing Pg. 4 12/19/2025 Atkinson-Noland & Associates GENERAL TERMS & CONDITIONS This Agreement for professional engineering services is entered into this 19th day of December 2025, between Shaw Construction (SC) and Atkinson-Noland & Associates, Inc. (ANA) for the above-mentioned project: ANA shall provide engineering services as described in SCOPE OF WORK Payment terms are net 30. If payment is not received within 30 days of invoice date, the outstanding amount shall bear interest at 1-1/2 percent per month from the date of the invoice. SC shall be responsible for all expenses associated with collection of unpaid invoices, including but not limited, to attorney’s fees and court costs. Fees will be billed at current rates at the time of the work. SC shall provide full information as to the project requirements, including all information required by ANA for coordination with SC’s requirements. ANA shall be entitled to rely totally upon all information furnished by SC. To the fullest extent permitted by law, SC shall indemnify ANA, its officers, directors, partners, employees, and representatives, from and against losses, damages, and judgments arising from claims by third parties, including reasonable attorneys’ fees and expenses recoverable under applicable law, but only to the extent they are found to be caused by a negligent act, error, or omission of SC or SC’s officers, directors, members, partners, agents, employees, or subconsultants in the performance of services under this Agreement. In recognition of relative risks, rewards and benefits of the project to both SC and ANA, the risks have been allocated so that SC agrees that, to the fullest extent permitted by law, ANA’s total liability to SC for any and all injuries, claims, losses, expenses, damages or claim expenses arising out of this agreement, from any causes shall not exceed the total amount of $50,000, or the amount of ANA’s fee, whichever is greater. Such causes include, but are not limited to ANA’s negligence, errors, omissions, strict liability, breach of agreement or breach of warranty. This Agreement shall be binding upon the parties' successors and assigns but may not be assigned by either party without written consent of the other. Agreed to on this ________ day of ____________________, 2025 Printed Name Printed Name Signature Signature Atkinson-Noland & Associates, Inc. Company Company Carlo Citto Quantity Description Unit Amount Proposal To: Shaw Construction 300 Kalamath St Denver, CO 80223 30601 Proposal ID Date Page 12/19/2025 PROPOSAL 130 S Galena St, Aspen, CO (CWO #2)Description: Sales Person Robert Sauder Mobile Phone E-Mail Home Phone Contact (720) 878-2521 jamisonneyers@shawconstruction.net Jamie Neyers Phone: (610) 488-1020 Fax: (610) 488-8011 Bernville, PA 19506 10 Birch Lane Wolfe House Movers, LLC 1 of 1 1.00 CHANGE - Change Work Order #2 to Agreement 30212 between Wolfe House Movers, LLC and Shaw Construction Dated 9/9/2025. To provide an engineer stamped steel and cribbing layout with a Colorado PE seal that includes a calculation package for the lift of the Aspen Armory. This proposal includes an engineer site visit to the building with Wolfe personnel. Three months of weekly(or equivalent) virtual meeting support from Wolfe. Deliverables: Means & Methods Narrative Steel and Cribbing Layout Jacking/Shoring Post Layout Calculation Package (including deflection model) Submittal of Wolfe Lifting Contract Schedule: Site visit to be set based on work load at time of executed CWO, current estimate: 3 weeks Submittal of engineered lift plan: 5 weeks after completion of site visit. This proposal is inclusive of all travel, lodging, and food cost for Wolfe and engineer personnel. Completion of proposal upon fulfillment of deliverables or eight months after site meeting. --------- Original Contract Price - $13,400.00 Previous Change Work Orders - $3,000.00 Current Change Work Order - $48,600.00 Fee Schedule: $18,400.00 - due upon signing this CWO $20,000.00 - due upon engineer's site visit $10,200.00 - due upon submittal of Lift plan NEW TOTAL PRICE -$65,000.00 48,600.00 48,600.00 Proposal is valid until January 31, 2026 Signature: _______________________________ Date: ___/____/__________