Curb Ramps Sample Clauses

Curb Ramps. As required and where indicated, construct cement concrete sidewalk for curb ramp configurations as indicated on Standard Drawing RC 67M except for the detectable warning surface located at the bottom of each ramp. Construct the detectable warning surface as specified in Section 695. Create a slip-resistant textured surface for the full width and length of the curb ramp and any side-flares excluding the detectable warning surface. Use a coarse, stiff-toothed broom to create a textured pattern that is worked perpendicular to the slopes of the curb ramp. Shape rounded edges instead of sharp angled edges while the concrete is still plastic for all slope changes of the curb ramp especially where the top of the curb ramp meets adjacent sidewalk surfaces. Embed detectable warning surface in fresh, wet concrete at the proper location for the curb ramp before the wet concrete has set.
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Curb Ramps. (1) Curb ramps shall be a minimum of 4 feet in width and shall lie, generally, in a single sloped plane, with a minimum of surface warping and cross slope. [Title 24 1127B.5.2] (2) Transitions from ramps to walks, gutters, or streets shall be flush and free of abrupt changes. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20 (5%) within 4 feet of the top and bottom of the curb ramp. [ADAAG 4.7.2 and Title 24 1127B.5.3] (3) In general, for the flare, a maximum slope of 1:10 (10%) parallel to curb is used. However, if the level landing at the top of the curb ramp is less than 4 feet, the slope of the flares shall not exceed 1:12 (8.33%). [ADAAG 4.7.5 and Title 24 1127B.5.3, 1127B.5.4] (4) In the case of a single (diagonal) curb ramp with flared sides, it shall have at least a 24 inch long segment of straight curb located on each side of the curb ramp and within the marked crossing, if the crosswalk is marked. [ADAAG 4.7.10 and Title 24 1127B.5.10] (5) In the case of a marked crosswalk, the bottom of diagonal curb ramps shall have a clearance to the crosswalk marking of 48 inches minimum. [ADAAG 4.7.10 and Title 24 1127B.5.10] Regarding (4) above, this standard applies only on flared sides; the Caltrans Case C curb ramp and others without flares are not subject to this standard. Curb ramps are the most common type of ramp. Different types of curb ramps have been approved and are contained in the Standard Plans. Standard Plan A88A shows the illustration of curb ramps that may apply to curved alignments on a corner or on a tangent. The ramp width shall be consistent with the width of an accessible route. Flares are needed if the curb ramp is located where pedestrians may traverse across the ramp. Curb ramps placed within crosswalk markings do not have to be aligned in the direction of the crosswalk marking. The Federal recommendation found in Part II of Designing Sidewalks and Trails for Access is for curb ramps to be aligned perpendicular to curb face. In addition to the curb ramp slope, the cross slope of a sidewalk will determine the horizontal length of the curb ramp run, since anything more than a flat surface (no slope) will require more length to intercept the sidewalk surface. Table 4.3.8 can be used as a design aide when the sidewalk has a 2% cross slope. Height of Curb Face Curb Ramp Run (Horizontal Length) 7-½ inches 118-½ inches
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Curb Ramps. See Chapter 58 for criteria related to curb ramps.
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Curb Ramps. The curb ramp projects into the vehicular traffic lane. Provide a curb ramp in a location that does not project into vehicular traffic lances. Standards § 4.7.6.
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Related to Curb Ramps

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  • Toilets Papers, dust, cobwebs, peels, cans/bottles, cigarette butts, excrement on floor, bad smells, water pools, leaking sewage, rodents, animals (dead or alive), overflowing sanitary bins. 0 = NOT APPLICABLE 1 = UNACCEPTABLE (Toilets out of order. Toilets not cleaned on daily basis.) 2 = POOR (Toilets cleaned, but still visible signs of dirt, e.g. dust, cobwebs.) 3 = GOOD (Obvious sign that toilets are cleaned daily.) 4 = EXCELLENT (Extra effort is put in to ensure cleanliness, e.g. using detergents.)

  • Restrooms The restrooms, toilets, urinals, vanities and the other apparatus shall not be used for any purpose other than that for which they were constructed, and no foreign substance of any kind whatsoever shall be thrown therein. The expense of any breakage, stoppage or damage resulting from the violation of this rule shall be borne by the Tenant whom, or whose employees or invitees, shall have caused it.

  • Loading RPMG shall schedule the loading and shipping of all outbound corn oil purchased hereunder, but all labor and equipment necessary to load trucks and rail cars and other associated costs shall be supplied and borne by Producer without charge to RPMG. Producer shall handle the corn oil in a good and workmanlike manner in accordance with RPMG’s written requirements and normal industry practice. Producer shall maintain the truck and rail loading facilities in safe operating condition in accordance with normal industry standards and shall visually inspect all trucks and rail cars to assure (i) cleanliness so as to avoid contamination, and (ii) that such trucks and railcars are in a condition suitable for transporting the corn oil. RPMG and RPMG’s agents shall have adequate access to the Ethanol Facility to load Producer’s corn oil on an industry standard basis that allows RPMG to economically market Producer’s corn oil. RPMG’s employees shall follow all reasonable safety rules and procedures promulgated by Producer and provided to RPMG reasonably in advance and in writing. Producer shall supply product description tags, certificates of analysis, bills of lading and/or material safety data sheets that are applicable to all shipments. In the event that Producer fails to provide the labor, equipment and facilities necessary to meet RPMG’s loading schedule, Producer shall be responsible for all costs and expenses, including without limitation actual demurrage and wait time, incurred by RPMG resulting from or arising in connection with Producer’s failure to do so.

  • Basement Any leaks or evidence of moisture? Yes No Unknown Does Not Apply Comments:

  • Elevators Landlord shall provide passenger elevator service during normal business hours to Tenant in common with Landlord and all other tenants. Landlord shall provide limited passenger service at other times, except in case of an emergency.

  • ADJACENT EXCAVATION-SHORING If an excavation shall be made upon land adjacent to the demised premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the demised premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which demised premises form a part from injury or damage and to support the same by proper foundations without any claim for damages or indemnity against Owner, or diminution or abatement of rent.

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (000) 000-0000. The irrigation system shall be designed and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.

  • Roads The Purchaser is required to construct the roads shown in Table B-1 per the schedules stated, as shown on the Sale Map, Attachment A, and to the specifications and drawings in Attachment B and other applicable attachments.

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