API If the Software offers integration capabilities via an API, your use of the API may be subject to additional costs or Sage specific policies and terms and conditions (which shall prevail in relation to your use of the API). You may not access or use the API in any way that could cause damage to us or the Software, or in contravention of any applicable laws. We reserve the right in our sole discretion, to: (i) update any API from time to time; (ii) place limitations around your use of any API; and (iii) deny you access to any API in the event of misuse by you or to otherwise protect our legitimate interests.
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 4.12.1 Shop Drawings are drawings, diagrams, schedules and other, data specially prepared for the Work by the Contractor or any Subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. 4.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate a material, product or system for some portion of the Work. 4.12.3 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 4.12.4 The Contractor shall review, approve and submit, with reasonable promptness and in such sequence as to cause no delay in the Work or in the work of the State or any separate contractor, all Shop Drawings, Product Data and Samples required by the Contract Documents. 4.12.5 By approving and submitting Shop Drawings, Product Data and Samples, the Contractor represents that he / she has determined and verified all materials, field measurements, and field construction criteria related thereto, or will do so, and that he / she has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. 4.12.6 The Contractor shall not be relieved of responsibility for any deviation from the requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data or Samples under Subparagraph 2.2.7 of these General Conditions unless the Contractor has specifically informed the Architect and the State in writing of such deviation at the time of sub- mission and the Architect and the State has given written approval to the specific deviation. The Contractor shall not be relieved from responsibility for errors or omissions in the Shop Drawings, Product Data or Samples by the Architect's approval thereof. 4.12.7 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data or Samples, to revisions other than those requested by the Architect on previous submittals. 4.12.8 No portion of the Work requiring submission of a Shop Drawing, Product Data or Sample shall be commenced until the submittal has been approved by the Architect as provided in Subparagraph 2.2.7 of these General Conditions. All such portions of the Work shall be in accordance with approved submittals.
Construction Methods 3.1 The Contractor shall provide all tools, equipment, materials, labor and work for the excavation and removal of the unsuitable subgrade soils and their subsequent replacement with the specified backfill soils as directed by the Owner’s representative. All work under this item shall be performed in a safe and workmanlike manner. 3.2 All work shall be performed in accordance with DelDOT Standard Specifications Section 821. 3.3 Following the removal of existing pavements, the Owner’s representative will review the exposed subgrade and provide recommendations for the undercutting of unsuitable subgrade materials as required. The depth and extent of undercut excavation, if required, will be determined by the Owner’s representative at the time of excavation. 3.4 All excavated materials shall become the property of the Contractor and be removed from the site at the completion of the project at no additional expense to the Owner. 3.5 Undercut excavations should be backfilled with graded aggregate. Backfill shall be placed in loose lifts not exceeding 8 inches thick. Each lift should be compacted with at least 3 passes of a minimum 5-ton, walk-behind or self-propelled vibratory roller when the size of the area permits, or with a vibrating plate mechanical compactor for smaller areas. Lift thickness shall be reduced to 6 inch loose lift when using a vibratory plate compactor. 3.6 The Contractor shall take precautions as necessary to minimize the potential for disturbance or softening of the pavement subgrade materials from inclement weather or construction traffic. As a minimum, this shall include the placement of backfill on the same day as the excavation. Any soft areas which develop shall be undercut and replaced with graded aggregate at no additional cost to the Owner. 3.7 Where undercutting is performed, the geotextile fabric shall be installed. The fabric should be pulled tight and lapped a minimum of 12 inches.
Laboratory Testing All laboratories selected by UPS Freight for analyzing Controlled Substances Testing will be HHS certified.
Materials and Methods 86 2.1 PARTICIPANTS 87 We used baseline measurements from a convenience sample of participants in previous (3) and 88 ongoing cohort studies investigating the effects of rehabilitation on balance responses (Table 1). PD 89 participants were mild-moderate with bilateral symptoms (▇▇▇▇▇ and ▇▇▇▇ stage 2-3 (13)). All 90 participants provided written informed consent and all study procedures were approved by Institutional 91 Review Boards at the Georgia Institute of Technology and Emory University.