Cubic Yards Sample Clauses

Cubic Yards. STATION  TOTAL CY BALLAST ‐‐ 78 ‐‐ 78 37 ‐‐ ‐‐ 124 502 369 502 1,681 200 ‐‐ 1602 1,164  SURFACING DEPTH B2 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐
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Cubic Yards. If full allowance is not used, then the Contractor will be required to reimburse the Owner by the amount of allowance not used. _Dollars ($ ) per . B. Unit Price No. 2: Description: Contractor is to include twenty-two (22) Cubic Yards of unsuitable soil in the Base Bid. Unit Price is applicable for unsatisfactory soil in excess of twenty-two (22)
Cubic Yards. If full allowance is not used, then Contractor is required to reimburse the Owner by the amount of allowance not used. Dollars ($ ) per . D.
Cubic Yards. STATION  TOTAL CY SURFACING ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐  TOTAL CUBIC YARDS 305 30 455 112 SUBGRADE WIDTH S ‐‐ ‐‐ ‐‐ ‐‐ BRUSHCUT (Y/N) N N/X X X/A BLADE, SHAPE, & DITCH (Y/N) Y Y Y Y ROAD # FG‐0606 FG‐0606‐011 FG‐0608 FG‐061 FG‐101 FG‐101 BW‐13 BW‐1302 REQUIRED / OPTIONAL Required Required Required Required Optional Optional Required Required CONSTRUCT / RECONSTRUCT Pre‐Haul Construction Pre‐Haul Construction Construction Construction Pre‐Haul Construction TOLERANCE CLASS (A/B/C) X X X X X X X X XXXXXXX / XX TO STATION / MP 0+00 0+00 0+00 60+92 0+00 5+39 0+00 0+00 4+93 4+73 10+18 82+46 5+39 15+84 30+79 9+38 CROWN (INCHES @ C/L) 3 3 3 3 3 3 3 3 TURNOUT LENGTH TURNOUT WIDTH TURNOUT TAPER L 50 50 50 50 25 25 50 50 T 10 10 10 10 10 10 10 10 P 25 25 25 25 25 25 25 25 GRUBBING G1 ‐‐ 5 ‐‐ 5 ‐‐ ‐‐ ‐‐ 5

Related to Cubic Yards

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

  • Fill, Backfill and Landscaping No soil found on Site, or transported to the Site from remote locations, which contains debris or waste or Hazardous Materials shall be used for fill, backfill or landscaping topsoil.

  • Porcupine Site Highway 11

  • Staging In addition to the staging categories listed in paragraph 1 of Annex 2-A, this Schedule contains staging categories 20-A, 20-B, PR-1 and PR-130:

  • ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.

  • Built-up Area The built-up area for the Designated Apartment or any other Unit shall mean the Carpet Area of such Unit and Balcony area and 50% (fifty percent) of the area covered by those external walls which are common between such Unit/Balcony and any other Unit/Balcony and the area covered by all other external walls of the such Unit/Balcony.

  • Infrastructure Vulnerability Scanning Supplier will scan its internal environments (e.g., servers, network devices, etc.) related to Deliverables monthly and external environments related to Deliverables weekly. Supplier will have a defined process to address any findings but will ensure that any high-risk vulnerabilities are addressed within 30 days.

  • Width 6.7.4.1.1. The minimum width at the child-restraint straps which contact the dummy shall be 25 mm. These dimensions shall be measured during the strap strength test prescribed in paragraph 7.2.5.1. below, without stopping the machine and under a load equal to 75 per cent of the breaking load of the strap.

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. Experience: A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.

  • Surface  Grade and shape the road surface, turnouts, and shoulders to the original shape on the TYPICAL SECTION SHEET. Inslope or outslope as directed to provide a smooth, rut-free traveled surface and maintain surface water runoff in an even, unconcentrated manner.  Blading shall not undercut the backslope or cut into geotextile fabric on the road.  If required by the Contract Administrator, water shall be applied as necessary to control dust and retain fine surface rock.  Surface material shall not be bladed off the roadway. Replace surface material when lost or worn away, or as directed by the Contract Administrator.  Remove shoulder berms, created by grading, to facilitate drainage, except as marked or directed by the Contract Administrator.  For roads with geotextile fabric: spread surface aggregate to fill in soft spots and wheel ruts (barrel spread) to prevent damage to the geotextile fabric.

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