Ramps Clause Samples
The "Ramps" clause defines the process and conditions under which a project or service is gradually increased or scaled up over time. Typically, this clause outlines specific milestones, timelines, or performance criteria that must be met before moving to the next phase of implementation, such as increasing production capacity or expanding service coverage. By establishing clear steps and expectations for incremental growth, the Ramps clause helps manage risk, ensures quality control, and allows both parties to monitor progress and address issues before full-scale deployment.
Ramps. Ramps shall be removed or constructed, as indicated, at the following locations:
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. 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. 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 ▇▇▇▇▇ Avenue; and
b) I-820 northbound entrance ramp from ▇▇▇▇▇ Avenue
Ramps. Ramps shall be removed or constructed, as indicated, at the following locations:
2.3.1. Northbound Ramps – I-69C/US 281
a) Reconstruction of existing entrance ramp RNE495 (New Pavement); and
b) Remove existing entrance ramp between E. Sioux Rd. and ▇▇▇▇▇▇▇▇ Ave.
2.3.2. Southbound Ramps – I-69C/US 281
a) Removal of existing entrance and exit Ramps between FM 3461 (Nolana Loop) and E. Sioux Rd.
b) Construction of an X ramp configuration between FM 3461 (Nolana Loop) and E. Sioux Rd (New Pavement):
1. Exit ramp RSXSIO 2. Entrance ramp RSENOL c) Removal of existing exit ramp between E. Sioux Rd. and ▇▇▇▇▇▇▇▇ Ave.
2.3.3. Eastbound Ramps – I-2/US 83
a) Design and construction of exit ramp REXMCC between begin of project and ▇. ▇▇▇▇▇▇ Rd. (New Pavement).
b) Pavement Rehabilitation of existing entrance ramp REE2ND to remain in place (Modify cross sectional elements as needed).
c) Removal of exit ramp between ▇. ▇▇▇▇▇▇ Rd and ▇. ▇▇▇▇▇▇▇ Ave.
d) Removal of existing exit and entrance Ramps between ▇. ▇▇▇▇▇▇▇ Ave. and ▇. ▇▇▇▇▇▇▇ Rd. and design and construction of exit ramp REXJAX and entrance ramp REEJAC (New Pavement).
e) Removal of exit and entrance ramps between Business 83 and Sugar Rd. and design and construction of exit Ramp REXSUG (New Pavement).
f) Removal of Exit Ramp between Sugar Rd. and Cage Blvd (US 281).
g) Design and reconstruction of existing entrance ramp REESUG between Sugar Rd. and Cage Blvd (New Pavement).
h) Design and reconstruction of existing exit ramp (REXVET) east of Cage Blvd (New Pavement).
i) Design and reconstruction of existing entrance ramp (REE281) located between Direct Connector #3 and west of Veterans Rd. (New Pavement).
j) Removal of existing exit and entrance ramp west of Veterans Blvd.
k) Removal of existing exit and entrance ramps between Veterans Blvd and FM 1426 and design and construction of braided ramps REEVET and two lane REXNEB (New Pavement).
l) Removal of existing exit ramp and design and construction of exit ramp REXCES east of FM 1426 (New Pavement).
2.3.4. Westbound Ramps – I-2/US 83
a) Pavement rehabilitation of existing exit ramp RWX2ND to remain in place. (Modifications to cross sectional elements may be required.)
b) Removal of existing entrance ramp between ▇. ▇▇▇▇▇▇ Rd. and ▇. ▇▇▇▇▇▇▇ Ave.
c) Removal of existing entrance and exit ramps between ▇. ▇▇▇▇▇▇▇ Ave. and ▇. ▇▇▇▇▇▇▇ Rd. and the design and construction of Braided Ramps RWXJAC (two lane) and RWEJAX (New Pavement).
d) Removal of existing entrance and exit ...
Ramps. 1) The ramp is inaccessible because the ramp has a slope is excess of 8.33 percent, it has a jagged connecting edge, and it has no handrails or edge protection. Provide a ramp that is at least 36 inches wide with a slope not exceeding 1:12 and a cross slope not exceeding 1:50; with level landings at least as wide as the ramp and 60 inches long at the top and bottom of the ramp; and with edge protection at least 2 inches high at the drop off sides. Provide handrails that are between 1¼ inches and 1½ inches in diameter with a continuous gripping surface along both sides of the ramp, extending at least 12 inches beyond the top and bottom of the ramp parallel with the ground surface. Ensure that handrails are mounted between 34 inches and 38 inches above the ramp surface and 1½ inches from the wall, with ends rounded or returned smoothly to the floor, wall, or post, and that they do not rotate within their fittings. Ensure that the ramp and approaches are designed so that water will not accumulate on walking surfaces. Standards §§ 4.3.8, 4.8.
2) The route from the front parking lot to the ramp at the door near the gym is inaccessible because the ramp has a slope exceeding 8.33 percent. Provide a curb ramp that is at least 36 inches wide, has a maximum slope of 1:12, is located so that it cannot be obstructed by parked vehicles, and has a stable, firm, and slip-resistant surface with a detectable warning extending the full width and depth of the ramp. If the curb ramp is located where pedestrians must walk across it, provide either flared sides (with a maximum slope of 1:10) or handrails or guardrails to protect against cross traffic. Standards § 4.3.8, 4.7, Fig. 12.
Ramps. Within play areas, ramps connecting ground level play components and ramps connecting elevated play components shall comply with 1008.2.5.
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 a. Ensure that maneuvering clearance at the top level of the ramp complies with Table 404.2.4.1 of the 2010 ADA Standards. See 2010 ADA Standards § 404.2.4.1
b. Ensure that the ramp is at least 36 inches wide. See 2010 ADA Standards § 405.5.
c. Ensure that the surface is stable, firm, and slip-resistant. See 2010 ADA Standards §§ 405.4 and 302.
d. For each section of the ramp, ensure the running slop is no greater than 1:12. Rises no greater than 3 inches with a slope no steeper than 1:8 and rises no greater than 6 inches with a slope no steeper than 1:10 are permitted when such slopes are necessary due to space limitations. See 2010 ADA Standards § 405.2.
e. Ensure there are level landings at the top and bottom of the ramp that are at least 60 inches long and at least as wide as the ramp. See 2010 ADA Standards §§ 405.7.2 and 405.7.3.
f. Ensure there is a level landing where the ramp changes direction that is at least 60 x 60 inches. See 2010 ADA Standards § 405.
g. If the ramp has a rise higher than 6 inches, ensure that handrails are on both sides. See 2010 ADA Standards § 405.8.
h. For handrails: ensure that the top of the handrail gripping surface is no less than 34 inches and no greater than 38 inches above the ramp surface; ensure that the handrail gripping surface is continuous and not obstructed along the top or sides; if there are obstructions, ensure that the bottom of the gripping surface is obstructed no greater than 20%; if the handrail gripping surface is circular, ensure it is no less than 1¼ inches and no greater than 2 inches in diameter; if the handrail gripping surface is non-circular, ensure the perimeter is no less than 4 inches and no greater than 6¼ inches and the cross section is no greater than 2 ¼ inches; ensure the handrail extends at least 12 inches horizontally beyond the top and bottom of the ramp and returns to a wall, guard, or landing surface.
i. Ensure that that the surface of the ramp extends at least 12 inches beyond the inside face of the handrail or that there is a curb or barrier that prevents the passage of a 4-inch diameter sphere. See 2010 ADA Standards §§ 405.9.1 and 405.9.2.
Ramps. No two adjacent ramp closures may occur at the same time.