Structural Design Calculations Clause Samples

Structural Design Calculations. DESIGN PROCEDURE
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Structural Design Calculations. See Section 3.8,
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Structural Design Calculations a. Temporary shoring is defined by AREMA, Vol. 2, Ch. 8, Article 28.1.1, and is anticipated to be in service for not more than an 18-month period. Earth retention structures that are anticipated to be in service for more than 18 months shall be designed per AREMA as permanent structures. b. Calculations shall be performed for each stage of construction, when one or more rows of braces/tiebacks are being implemented. The calculations shall be performed for each stage of excavation before the braces/tiebacks are installed for that stage. c. Calculations shall be performed by one of two methods:
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Structural Design Calculations. For storm sewers to be replaced, AECOM will design reinforced concrete pipe in accordance with ASCE Standard Installation Direct Design (SIDD) Standard Practice. AECOM will provide a minimum ASTM C76 class pipe to install on the plans. AECOM will prepare structural design of wingwalls, headwalls, and cast in place inlet junctions. Designs that are assumed to be required for structures are described below. Site 1 – No structural calculations will be performed. Site 2 – AECOM assumes the junction box will need to be designed for replacement as a cast-in-place structure. Site 3 – AECOM will use standard designs for the inlet replacement. No additional structural designs are required. Site 4 – AECOM will perform preliminary structural calculations to determine the thickness of liners using ASCE MOP 145 or modern concrete design theory as applicable based on the liner material proposed. The preliminary calculations will be used to evaluate the liners constructability, impact on hydraulic capacity, and develop formulas that will establish a minimum liner thickness for the Contractor to install. Site 5A –AECOM assumes that the existing four 72” CMPs will be replaced with a multi-cell RCB culvert. This also includes the replacement of the existing downstream and upstream wingwalls and headwalls. The structural design will follow the recommendations and design decisions presented in the Design Memorandum. For the Field Check Plans, AECOM will assume a standard configuration and request a KDOT standard design through the submittal of an RCB/RFB LRFD Design Request on KDOT’s KART website. For the Preliminary Plans, detailed structural analysis will be performed reflecting updated load and geometry requirements based on the comments received from the Field Check Plans review, survey data, and the findings from H&H and geotechnical analyses. Final selection of the RCB culvert will conform to the sizes and dimensions available in the KDOT standards. AECOM will perform bridge load rating analysis according to the City Public Works Department’s Bridge Asset Inventory Procedure, using the AASHTOWare Bridge Rating (BrR) software. Site 5B through Site 5E –AECOM assumes 1 junction box for Site 5D will require design for replacement as a cast in place structure. Other structures will use standard designs and are assumed to not require additional structural designs.
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Structural Design Calculations. A. Prepare structural design of wingwalls, headwalls, and special structures. 1. Site 1 - N/A 2. Site 2 - N/A 3. Site 3 design shall include replacement of both the downstream and upstream headwalls/wingwalls, along with the associated footings & apron (RCB design is not included for this site, as it is assumed that the existing RCBs will remain in place). The structural design shall follow the recommendations and design decisions as presented in the design memorandum. 4. Site 4- N/A 5. Additional Bridge Repair Sites- No structural detailing/design is assumed for this phase in the project for these sites (some minor detailing included in later phases).
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Structural Design Calculations. Water Analysis Calculations (to be added as a supplement if required).
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Structural Design Calculations. 27.1 Where the Architect/Consultant is appointed to provide structural designs and/or calculations this may be undertaken via sub-contract arrangement. The following items are specifically excluded from our service: 27.1.1 The design of temporary works and site works such as design services in connection with demolition, temporary structure or advice relating to demolition, erection and construction, temporary utility services, cranage support/foundations, loading platform or construction load reviews, access penetrations, falsework, formwork etc.
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Related to Structural Design Calculations

  • Structural 3.4.1. Layout structural systems with dimensions and floor elevations. Identify structural systems (including pre-cast, structural steel with composite deck, structural steel bar joists); with preliminary sizing identified. 3.4.2. Identify foundation systems (including fill requirements, piles, caissons, spread footings); with preliminary sizing identified.

  • Disbursements for Site Improvements All payments made by the OPWC for site improvements or other work shall be made directly to the Contractor that performed the work and originated the invoice, unless the request is for disbursement to the Recipient.

  • ALTERATIONS & IMPROVEMENTS Tenant shall not make any alterations, additions or improvements or do any type of construction to the Property without first obtaining Landlord's written consent. Unless prior written agreement is reached between Tenant and Landlord, any such alterations, additions, improvements or construction shall become part of the Property and shall remain at the expiration of Tenant's Lease term. If Landlord approves of alterations, additions, improvements or construction in writing and Tenant intends to use contractors to undertake such work, the contractors must first be approved in writing by Landlord. Tenant must also place any funds to cover the amount of any alterations, additions, improvements or construction in an escrow account approved by Landlord before the commencement of the work. Landlord shall designate the times and manner of the work being done, exclusively.

  • Final Design Phase A. After acceptance by Owner of the Preliminary Design Phase documents, revised opinion of probable Construction Cost as determined in the Preliminary Design Phase, and/or any other Right of Way plan documents, subject to any Owner-directed modifications or changes in the scope, extent, character, or design requirements of or for the Project, and upon written authorization from Owner, Engineer shall: 1. Prepare final Drawings and Specifications indicating the scope, extent, and character of the Work to be performed and furnished by Contractor. 2. Visit the Site as needed to assist in preparing the final Drawings and Specifications. 3. Provide technical criteria, written descriptions, and design data for Owner’s use in filing applications for permits from or approvals of governmental authorities having jurisdiction to review or approve the final design; assist Owner in consultations with such authorities; and revise the Drawings and Specifications in response to directives from such authorities, as appropriate. 4. Advise Owner of any recommended adjustments to the opinion of probable Construction Cost. 5. After consultation with Owner, include in the Construction Contract Documents any specific protocols for the transmittal of Project-related correspondence, documents, text, data, drawings, information, and graphics, in electronic media or digital format, either directly, or through access to a secure Project website. Any such protocols shall be applicable to transmittals between and among Owner, Engineer, and Contractor during the Construction Phase and Post- Construction Phase, and unless agreed otherwise shall supersede any conflicting protocols previously established for transmittals between Owner and Engineer. 6. Assist Owner in assembling known reports and drawings of Site conditions, and in identifying the technical data contained in such reports and drawings upon which bidders or other prospective contractors may rely. 7. In addition to preparing the final Drawings and Specifications, assemble drafts of other Construction Contract Documents based on specific instructions and contract forms, text, or content received from Owner. 8. Prepare or assemble draft bidding-related documents (or requests for proposals or other construction procurement documents), based on the specific bidding or procurement-related instructions and forms, text, or content received from Owner. 9. Contract shall include contractor provided changeable message signs to communication construction information. 10. Furnish for review by Owner, its legal counsel, and other advisors, 6 copies of the final drawings and Specifications, assembled drafts of other construction Contract Documents, the draft bidding-related documents (or requests for proposals or other construction procurement documents), and any other final design Phase deliverables, by the established due date, with the Final Design Phase, and review them with Owner. Owner shall submit to Engineer any comments regarding the furnished items, and any instructions for revisions. B. Engineer’s services under the Final Design Phase will be considered complete on the date when Engineer has delivered to Owner the final Drawings and Specifications, other assembled Construction Contract Documents, bidding-related documents (or requests for proposals or other construction procurement documents), and any other Final Design Phase deliverables. C. In the event that the Work designed or specified by Engineer is to be performed or furnished under more than one prime contract, or if Engineer’s services are to be separately sequenced with the work of one or more prime Contractors (such as in the case of fast- tracking), Owner and Engineer shall, prior to commencement of the Final Design Phase, develop a schedule for performance of Engineer’s services during the Final Design, Bidding or Negotiating, Construction, and Post-Construction Phases in order to sequence and coordinate properly such services as are applicable to the work under such separate prime contracts.

  • Removal of Improvements All alterations, additions and other improvements by Tenant shall become the property of Landlord and shall not be removed from the Premises, unless request is made by Landlord to Tenant to remove those alterations, additions and other improvements which were made without Landlord's approval where such approval was required under this Lease. All moveable trade fixtures, furniture, furnishings and signs installed in the Premises by Tenant and paid for by Tenant, shall remain the property of Tenant and may be removed upon the expiration of the term of this Lease; provided that any of such items as are affixed to the Premises and require severance may be removed only if Tenant repairs any damage caused by such removal and that Tenant shall otherwise comply with all of the terms, conditions and covenants to be performed by Tenant under this Lease with respect to such removal. If Tenant fails to remove such items from the Premises by the expiration of the Lease Term or earlier termination of this Lease, all such trade fixtures, furniture, furnishings and signs shall become the property of Landlord, unless Landlord elects to require their removal, in which case Tenant shall, at its sole cost and expense, promptly remove the same and restore the Premises to its condition on the date of this Lease. The covenants contained in this Section shall survive the expiration of the Lease Term or earlier termination hereof.