Ramps Sample Clauses

Ramps. Ramps shall be removed and/or reconstructed as needed to accommodate the Basic Configuration. DB Contractor shall design and construct ramps at the approximate location and with the tie-ins or connections to facilities having the orientation shown on the Schematic Design. For example, a ramp shown as a right lane exit or entrance on the Schematic Design may not be designed and constructed as a left lane exit or entrance, even if the ramp is at the approximate location shown on the Schematic Design. DB Contractor shall design and construct direct connectors at the approximate location and with the tie-ins or connections to facilities having the orientation shown on the Schematic Design. For example, a direct connector shown as a right lane exit or entrance on the Schematic Design may not be designed and constructed as a left lane exit or entrance, even if the ramp is at the approximate location shown on the Schematic Design.

Ramps. Ramps shall be removed or constructed, as indicated, at the following locations:

Ramps. Any modification of Equipment consisting of ramps may result in failure to comply with applicable code.

Ramps. Ramps shall be removed and/or reconstructed as needed to accommodate the Basic Configuration. DocuSign Envelope ID: 8320AD6C-99DF-41FA-9908-4E441F89A70B DB Contractor shall design and construct ramps for the Base Scope and each DWC for which TxDOT issues a DWC NTP at the approximate location and with the tie-ins or connections to facilities having the orientation shown on the Schematic Design. For example, a ramp shown as a right lane exit or entrance on the Schematic Design may not be designed and constructed as a left lane exit or entrance, even if the ramp is at the approximate location shown on the Schematic Design. DB Contractor shall design and construct direct connectors for the Base Scope and each DWC for which TxDOT issues a DWC NTP at the approximate location and with the tie-ins or connections to facilities having the orientation shown on the Schematic Design. For example, a direct connector shown as a right lane exit or entrance on the Schematic Design may not be designed and constructed as a left lane exit or entrance, even if the ramp is at the approximate location shown on the Schematic Design. The following ramp Transition Work shall be constructed as part of the Base Scope as shown in the Schematic Design: a) I-820 southbound exit ramp to Xxxxx Avenue; and b) I-820 northbound entrance ramp from Xxxxx Avenue

Ramps a. The route from the parking lot to the Lakewood School entrance is inaccessible because the ramp is too steep, and it lacks handrails. Provide a ramp that is at least 36 inches wide and has a slope not exceeding 1:12 and a cross slope not exceeding 1:50. Provide level landings at the top and bottom of the ramp that are at least as wide as the ramp and at least 60 inches long. If the ramp changes direction, provide a level landing measuring at least 60 inches by 60 inches at the change in direction. On both sides of the ramp, provide handrails between 1¼ inches and 1½ inches in diameter with a continuous gripping surface. Ensure that the handrails extend at least 12 inches beyond the top and bottom of the ramp parallel with the ground surface, that they are mounted between 34 inches and 38 inches above the ramp surface, that they will not rotate within their fittings, and that they have ends that are rounded or return smoothly to floor, wall, or post. Provide edge protection that is at least 2 inches high at the ramp’s drop off sides. Ensure that the ramp and its level landing at the top and bottom are designed and maintained so that water does not accumulate on walking surfaces. Standards §§ 4.3.8, 4.8.

Ramps. The location of the entry and exit ramps will generally follow those specified in Engineering Drawing .The horizontal alignment of the ramps up and ramps down will be designed to AASHTO standard and in accordance with that specified in Table 2 below.

Ramps. The handrail extensions at the interior entrance ramp for customers are not returned to the floor or wall. The handrail on the wall side, near the bottom of the ramp, does not extend 12 inches parallel with the ground. 12 months R2

Ramps. During periods of low water, or as directed by the COR, the contractor will remove all excess sand and gravel deposited on ramps. Displaced riprap and surge stone along ramp edges will be repositioned or replaced as appropriate.

Ramps. No two adjacent ramp closures may occur at the same time.

Ramps. Lessor recommends that Lessee looks closely at all conditions of impact. Any Equipment consisting of ramps are not to be altered in any form from the installed state. Any modifications may result in failure to comply with applicable code. Additionally, any modification or change to handicap ramp, including cosmetic changes, may result in additional fees to the Lessee for up to the replacement cost of the ramp.