Design and Construction Requirements. Developer shall reimburse District for costs to correct any damages to facilities related to the construction of the Development caused by the Developer or any authorized representative (developer’s contractor). This reimbursement obligation is limited to the warranty period described in paragraph 15 Warranties. Developer shall remit to District prior to the conveyance of the facilities to the District, payment of all costs due and unpaid under this Agreement over and above deposits previously paid to the District. If there are surplus deposit funds or any refunds due Developer, then District shall return to Developer the amount of such surplus or refunds upon acceptance by the District of all facilities required to be constructed under this Agreement.
Design and Construction Requirements. 2.1 The facilities shall be designed, constructed and be operable in strict accordance with the District's requirements, which shall be a condition of the District's acceptance of the system facilities under this Agreement. The District’s requirements include, but are not limited to the following:
Design and Construction Requirements. All design, permitting, and construction for the Required Roadway Improvements shall be in accordance with the standards promulgated by the FDOT in accordance with Section 336.045, F.S., and the COUNTY as appropriate, and construction plans shall comply with FDOT's Plans Preparation Manual or COUNTY standards as appropriate, and shall include, but not be limited to, cross sections, drainage, and plan/profile sheets. Plan/profile sheets and cross section drawings shall indicate the location(s) of drainage inlets and roadway facilities. Except as otherwise provided in this DA, any Required Roadway Improvement related wetland and floodplain impacts and compensation shall be included in the design and indicated on the plans.
Design and Construction Requirements. All design, permitting, and construction for the Roadway Improvements which are designated as County roads shall be in accordance with the standards of the County, and all design, permitting, and construction for the Roadway Improvements which are designated as State roads shall be in accordance with the standards of the State and the County to the extent consistent, and in accordance with State standards to the extent of any conflict. Construction plans shall comply with the applicable County and FDOT standards and shall include but not be limited to cross-sections, drainage, and plan/profile sheets. Plan/profile sheets and cross section drawings shall indicate location(s) of drainage inlets and roadway facilities. All wetland and flood plain impacts and compensation shall be included in the design and indicated on the plans. For purposes of the Agreement, the term “complete” or “complete construction” of any roadway shall mean that the roadway has been accepted by the County or FDOT for maintenance, and any required maintenance guarantee has been delivered to the County or FDOT.
Design and Construction Requirements. The design and construction of all Off-Site and On-Site Utilities shall, at a minimum, comply with the requirements established by the River Authority, the municipal and county authorities in whose jurisdiction the Tract is located, the State of Texas, and any agency thereof with jurisdiction, including but not limited to the TCEQ and the Texas Department of Health. Off-Site and On-Site Facilities shall be constructed under the inspection of River Authority. Provision of the Services to the Tract shall not commence until the Manager has accepted and approved Off-Site and On-Site Facilities in writing.
Design and Construction Requirements. The Design and Construction Requirements are intended to include the basic design principles, concepts and requirements for the Design-Build Work but do not include the final, detailed design, plans or specifications or indicate or describe each and every item required for full performance of the physical Design- Build Work or for achieving Acceptance. The Design-Builder agrees to prepare all necessary and required, complete and detailed designs, plans, drawings and specifications and to furnish and perform all Design-Build Work in conformity with the Design and Construction Requirements and the final designs, plans, drawings and specifications based thereon. The Design-Builder further agrees that it shall not have the right to bring any claim whatsoever against the Owner or any of its consultants or subcontractors, arising out of any design drawings, specifications or Design and Construction Requirements made available during the procurement process.
Design and Construction Requirements. The design and construction of all Off-Site and On-Site utility infrastructure shall, at a minimum, comply with the requirements established by SAWS, including the USR, the City of San Antonio, the County of Bexar, the State of Texas, and any agency thereof with jurisdiction, including but not limited to the Texas Commission on Environmental Quality and the Texas Department of Health. Off-Site and On-Site utility infrastructure shall be constructed under the inspection of SAWS. Provision of the Services to the Tract shall not commence until the Director has accepted and approved Off-Site and On-Site utility infrastructure in writing.
Design and Construction Requirements. 999.3.01 Design Design and install the Compacted Aggregate Piers and supervise the Work with personnel who are experienced in this type work. Visit and examine the work site and all conditions, and take into consideration all such conditions that may affect the work. Submit detailed design calculations and final plans, that have been signed by a Professional Engineer registered in the State of Georgia, to the Engineer for review and approval before beginning construction of the Work. The time required for Plan and calculation review will be charged to the allowable Contract time. The Department has 45 days for Plan and calculation review per item after receiving the calculations and drawings. For all cantilever walls, provide detailed design calculations indicating that the Compacted Aggregate Pier design for the walls will meet or exceed the minimum required bearing capacities without exceeding the maximum allowable settlement noted herein. Provide a minimum of three rows of piers along the transverse direction of all walls. For all MSE retaining walls, provide detailed design calculations indicating that the Compacted Aggregate Pier design for the walls will meet or exceed the strength limit state factored loads and required global stability factors of safety without exceeding the maximum allowable settlement noted herein. New submittals from the Contractor showing corrections from the Department’s review or changes to ease construction or to correct field errors have a 30-day review. The Department is the sole judge of information adequacy. The Department’s review and acceptance of the final Plans and construction methods do not relieve the Contractor from successfully completing the Work. Time extensions are not granted for Contractor delays from untimely submissions or insufficient information. Design the Compacted Aggregate Piers in accordance with generally-accepted engineering practice and based on the applied pressures from the foundation, embankment, or wall provided by the designer of record and using a stiffness modulus to be verified by the results of the Modulus Tests described herein. Compacted aggregate pier lengths for estimating purposes are as follows: Wall Number Station to Station Reference Boring Nos. Estimated Compacted Aggregate Pier Lengths¹, ft. 1A 202+86.08 to 207+00 (Ramp B Stations) W1A-1, W1B-2 20 1B 112+08.7 to 116+78 (Ramp A Stations) W1B-11, B-4, B-6 30 1C 116+78 to 119+28.96 (Ramp A Stations) B8, B-10 30 3A 408+50 to 410+9...
Design and Construction Requirements. All requirements promulgated by any Federal, State or local governmental authority, including without limitation, under the Occupational Safety and Health Act (OSHA), the Spill Compensation and Control Act, the Industrial Site Recovery Act (ISRA) and all applicable building and fire safety codes with respect to Tenant’s use and occupancy of the Demised Premises, including storage arrangements and/or racking systems, shall be the sole responsibility of the Tenant, except that Landlord warrants that the Premises are in compliance with design and construction requirements which are of general application at the Commencement Date of the Lease Term for light industrial type buildings, without regard to any specific use thereof (notwithstanding that such use may be for the purposes herein permitted or may have been consented to by Landlord).
Design and Construction Requirements. 2.1 The facilities shall be designed, constructed and be operable in strict accordance with the District's requirements in effect on the date of the District’s approval of Developer’s plans or any approved amendment to Developer’s plans, which shall be a condition of the District's acceptance of the system facilities under this Agreement; provided, however, that if Developer has not commenced construction of the facilities within ninety (90) days following the District’s approval of Developer’s plans, then Developer shall modify any plans and specifications to comply with any new requirements adopted by the District after such initial approval. The District’s requirements include, but are not limited to the following:
