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 Xxxxx Avenue; and
b) I-820 northbound entrance ramp from Xxxxx Avenue
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. 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.
Ramps. Self-cleaning, five foot (5’) tracking, twenty inches (20”) wide, adjustable fold-over ramps with support legs and three (3) lift assist springs per ramp. DOT approved recessed run-turn-stop-warning L.E.D. lights. Seven (7) way electrical plug with seven (7) wire heavy-duty cord. All wiring shall be protected from the elements with black plastic split looms and secured to frame with bolts and rubber coated loom clamps. Install conspicuity tape to DOT specifications. Provide heavy-duty metal license plate bracket with light. Aluminum document holder (weather tight) installed in toolbox. Riveted aluminum tag with serial number, make, model number, GVW rating and axle ratings. Remove all dust and slag, prime and paint at factory with one (1) coat of Highway Orange/Omaha Orange. Paint undercarriage with one (1) coat of rust prevention black to prevent rust and corrosion.
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. Ramp space shall be used on a non-exclusive basis by Operator, and Operator agrees to manage and operate ramp space as Middleton’s agent.
Ramps. 1) The ramp from the main building to the activity building is inaccessible because the cross slope is 13.2 percent. 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.
