Column No Sample Clauses

Column No. 2 depicts the corresponding equivalent annual vacation for a regular full-time employee. Column No. 3 depicts the maximum number of vacation hours that can be accrued and accumulated by an employee at any time. COLUMN XX. 0 XXXXXX XX. 0 XXXXXX XX. 0 ACCRUAL RATE EQUIVALENT ANNUAL VACATION FOR FULL-TIME EMPLOYEE MAXIMUM VACATION BALANCE Hours on Regular Pay Status Vacation Earned Per Hour Years of Service Working Days Per Year Working Hours Per Year Maximum Hours 0 through 08320 0460 0 through 4 ............ 12 .......... ............. (96) ................. 192 08321 through 18720 0577 ............................. ............ 15 .......... ............. ................. 18721 through 29120 0615 5 through 9 ............ 16 .......... .............(120) ................. 240 29121 through 39520 0692 ............................. ............ 18 .......... ............. ................. 39521 through 41600 0769 10 through 14 ............ 20 .......... .............(128) ................. 256 41601 through 43680 0807 ............................. ............ 21 .......... ............. ................. 43681 through 45760 0846 15 through 19 ............ 22 .......... .............(144) ................. 288 45761 through 47840 0885 ............................. ............ 23 .......... ............. ................. 47841 through 49920 0923 20 ............ 24 .......... .............(160) ................. 320 49921 through 52000 0961 ............................. ............ 25 .......... ............. ................. 52001 through 54080 1000 21 ............ 26 .......... .............(168) ................. 336 54081 through 56160 1038 ............................. ............ 27 .......... ............. ................. 56161 through 58240 1076 22 ............ 28 .......... .............(176) ................. 352 58241 through 60320 1115 ............................. ............ 29 .......... ............. ................. 60321 and over 1153 23 ............ 30 .......... .............(184) ................. 368 ............................. ............. ................. 24 .............(192) ................. 384 ............................. ............. ................. 25 .............(200) ................. 400 ............................. ............. ................. 26 .............(208) ................. 416 ............................. ............. ................. 27 .............(216) ................. 432 ...............
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Column No. Heading Entry Explanation Any Blank Except as otherwise described, no entry indicates Contractor is not authorized or required to perform the work item(s). Any RC This work requirement applies only when haul of project related construction materials occurs.
Column No. 11 Indicate the electrical height (degrees) of the tower under consideration. 12 Tower structure Indicate the structure of each tower using the following code: 0 = simple vertical antenna 1 = top-loaded antenna 2 = sectionalized antenna Codes 1 and 2 are used in Part IV to indicate the characteristics of the various structures. They are also used for the identification of the appropriate formula for vertical radiation in Appendix 1 to Annex 1.
Column No. Amendments
Column No. Heading Entry Explanation Any Blank Except as otherwise described, no entry indicates Contractor is not authorized or required to perform the work item(s). Any RC This work requirement applies only when haul of project related construction materials occurs. 2 Special Project Specification Number Entry indicates Special Project Specification which applies. 3 Travel Way EX Contractor shall maintain the traveled way to the width existing upon entry, or at the completion of Specified Road work. Numbers Contractor shall maintain the traveled way to the standard width indicated by the entry, plus curve widening, in accordance with Section T-811. If required, the road template shall be shaped to this width and to the designated cross slope before haul and during recurring maintenance. IS, C, OS, F, or AI Cross slopes are designated as: IS (Inslope), C (Crown), OS (Outslope), F (Flat), AI (As Is). A or B If compaction is required. 4 Brush and Log Out Numeric & R and or L Contractor shall remove brush for specified width on either or both the right (R) side or left (L) side of road. As Staked Limits of brushing are as staked or marked in the field. OPT Contractor may use hand or mechanical means of brushing. H Only hand brushing may be used. 5 Surfacing Aggregate Grading Contractor shall place surfacing on roads listed according to the grading indicated. 6 Dust abatement OPT Product selection is Contractor's choice from those listed in Section T-812. Product Abbr. Unless otherwise agreed, Contractor is restricted to product listed corresponding to the abbreviation shown in Section T-812; (i.e., LigS = Lignon Sulfonate) Application rates are estimated amounts. EX Contractor shall xxxxx dust on the existing width Numbers Contractor shall xxxxx dust to the width indicated by entry. 7 Seasonal Maintenance W Waterbars and/or crossditching shall be required prior to expected seasonal precipitation. B Entrance barriers shall be installed by Purchaser prior to nonuse periods. Column No. Heading Entry Explanation 8 Snow Removal TS Snowplowing authorized for Contractor's Operations without recreation access being provided per Section T- 803 requirements. JU Snowplowing authorized, but must provide for recreation joint use per Section T-803 requirements. Blank Snowplowing is not authorized. Forest Service may authorize plowing by permit when not in conflict with other uses.
Column No structure. This column contains a code from 0 to 9 designed to indicate the structure of each tower: 0 : simple vertical antenna  

Related to Column No

  • Step No 1 Step No. 2

  • Schedule of Values 9.2.1 Before the first Application for Payment, the Contractor shall submit to the Architect a schedule of values allocated to the various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used only as a basis for the Contractor's Applications for Payment.

  • BILL NO 08 STRUCTURAL STEEL Pre-galvanised (Z450) structural steelwork (Grade 350W) 100 x 50 x 20 x 2mm Cold formed lipped channel including bolting to brickwork at 910mm centres. A1 : 2 C1 : 0 D1 : 3 G1 : 6 H1 : 0 m 11 BUILDING WORKS Bill No. 8 STRUCTURAL STEEL

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  • Schedule A Schedule A attached to the Current HPA is hereby deleted in its entirety and replaced with Schedule A attached to this Amendment.

  • Schedule I Schedule I of the Agency Agreement is hereby deleted in its entirety and replaced with the Amended Schedule I attached hereto.

  • Estimated Number of Participating Households Approximately 6,460. This figure is based on loans with unpaid principal balances ranging from $200,000 to $400,000 with an average funding of $5,000.00.

  • Schedule of Rates The specific rates and costs applicable to this Agreement are set forth in Exhibit B – Schedule of Rates, which is attached hereto and incorporated herein by reference as if set forth in full.

  • Part-Time Nurse is a Nurse hired to a position to work on a regular or temporary basis that is less than the work period of a Full-Time Nurse.

  • Schedule of Rates and Charges Any subconsultant rates and charges set forth in the Schedule of Rates and Charges must be the subconsultant’s actual rates and charges exclusive of any markup. The City will compensate the Consultant in accordance with those rates and charges.

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