Concrete Paving Sample Clauses

Concrete Paving. 1) Cast-in-place concrete curb and gutter (B612) will be provided at the perimeter of all paved parking and drive areas. 2) Sidewalks are constructed with 4000 p.s.i., air entrained, non-reinforced concrete. Sidewalks shall be broom finished unless indicated otherwise on the drawings. 3) Pedestrian ramps are provided at sidewalks.
Sample 1Sample 2
AutoNDA by SimpleDocs
Concrete Paving a. Subgrade and sub base preparation and maintenance for concrete paving installations x. Xxxxx sub base installation and compaction for all concrete paving installations. c. Furnishing and installing all concrete materials and accessories for concrete paving installations to include concrete materials, aggregates, reinforcing materials, curing compounds and admixtures. d. Placing and finishing of all concrete materials for concrete paving installations, including formwork, concrete pumping, saw cutting, application of curing compounds and/or sealers and concrete finishing.
Sample 1
Concrete Paving. 4 inch thickness (includes sub-base): [Per Square Foot]. This pay item includes all costs associated with the installation of replacement concrete. The concrete will meet the strength/reinforcement requirements specified in the Remedial Action Plan. Includes costs for compression testing.
Sample 1
Concrete Paving additional 1 inch thickness: [Per Square Foot]. This pay item includes all costs associated with the installation of additional replacement concrete of 1 inch thickness.
Sample 1
Concrete Paving. Type of work includes replace existing or install new concrete or asphalt paving and sidewalks.
Sample 1
Concrete Paving. Furnish and erect a full-size 3’x3’ panel of the concrete paving per section 32 13 13.
Sample 1
Concrete Paving. 1. Aggregate Subbase: refer to drawings . 2. General: refer to drawings for dimensions and finish qualification. 3. Finish: Pressurized Water Blast: a. Concrete shall be finished to a smooth steel trowel finish. The finish shall be brought to a smooth surface, free from defects and blemishes. b. The surface is then sprayed with top surface retarder, ‘Grace Top-Cast #05 Sandblast’ at the rate of 175–300 ft2/gal (4.3–7.4 m2/L) and allowed to cure at least 12 hours. c. Blast with pressurized water to expose aggregate uniformly to as approved by engineer. d. Water blast perpendicular to surfaces. Abrasively blast corners and edge patters using back-up boards to maintain uniform edges. e. Type of nozzle, pressure and water blasting techniques used shall be in accordance with approved mock-up and samples. f. Perform water blast finishing in a continuous operation, utilizing the same work crew to maintain continuity of finish on each surface area of work. g. After water blasting to required depth is completed, and the approval of the City Representative has been obtained in writing, apply a weak acid wash to clean abrasive surfaces to match approved sample. h. Thoroughly neutralize and flush retarder from surfaces. i. Protect adjacent materials and finishes from the acid wash.
Sample 1
AutoNDA by SimpleDocs
Concrete Paving a. Sample the fresh concrete for concrete pavements and perform required tests, including slump, air content, concrete temperature, and cast test specimens during placements. b. Perform compressive tests of concrete test cylinders cast in the field. c. Observe reinforcing steel prior to concrete placement. We will observe the rebar size, spacing and configuration.
Sample 1
Concrete Paving. Similar to excavation, our concrete paving operations will require on-road legal haul trucks to place the concrete. They will have similar traffic patterns to the excavation operations, and will also include MOT and flaggers at each location to protect the traveling public and assist in the efficient delivery of material. For the access/exit points, we will use the future J-Turn and T intersections as our primary points of access and exit for the trucks. At each of these locations, the grade will already be constructed to support the future intersection concrete, and these areas provide a level surface for truck access in and out of the jobsite. For each concrete pour, the trucks will be provided with a haul plan that ensures every driver knows how to safely deliver the concrete. Each truck will follow a cyclical haul pattern so all drivers follow the same path to prevent traffic incidents or delays to travelers.
Sample 1

Related to Concrete Paving

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • FLOORING All Bed Rooms, Dinning-cum-Living, and would be finished with Ivory Vitrified tiles (24'' X 24'') flooring and 4'' skirting. Bath-room, Kitchen & Balcony would be finished with Ivory Ceramic tiles (12'' X 12'') flooring. The walls of the Toilets/Bathrooms would finish with white glazed tiles in 60'' height. Roof would be finished with roof tiles.

  • Walls 12 Developer shall provide rustication patterns on all walls, except drainage headwalls, in Aesthetic 13 Area 3 in accordance with Exhibit L2.24 of the LAADCR. The final designs shall resemble these 14 simulations.

  • 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.

  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)

  • Moonlighting Employment as a physician in a professional capacity outside of what is outlined in this Agreement, whether temporary special medical activity (“TSMA”) or external moonlighting, must be approved in writing, in advance, by the Departmental Chair, Program Director and Director of Graduate Medical Education (or designee). Even if approved, professional and general liability insurance as outlined in Section 5.4 is not provided to Trainee engaged in external moonlighting. Trainee acknowledges he or she has the responsibility to obtain insurance for such engagement. TSMA and external moonlighting must be included and reported as part of Trainee's hours spent on clinical experience and education. Trainee shall not be required to engage in any outside work.

  • Fences Except for establishment cost incurred by the United States and replacement cost not due to the Landowner’s negligence or malfeasance, all other costs involved in maintenance of fences and similar facilities to exclude livestock are the responsibility of the Landowner. The installation or use of fences which have the effect of preventing wildlife access and use of the Easement Area are prohibited on the Easement Area, easement boundary, or on the Landowner’s land that is immediately adjacent to, and functionally related to, the Easement Area.

  • WINDOW CLEANING Tenant shall not clean, nor require, permit, suffer or allow any window in the Premises to be cleaned from the outside in violation of Section 202 of the Labor Law, or any other Requirement, or of the rules of the Board of Standards and Appeals, or of any other board or body having or asserting jurisdiction.

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

Draft better contracts in just 5 minutes Get the weekly Law Insider newsletter packed with expert videos, webinars, ebooks, and more!