Roadway Cross Sections Sample Clauses

Roadway Cross Sections. Cross sections will include information depicting the limits of reconstruction and other information. It is anticipated that a minimum of 40 sections will be provided, one every 100 ft. of linear roadway and as required for the circulatory roadway.
Sample 1Sample 2
Roadway Cross Sections. The Consultant shall develop project cross sections for all streets in the project. Cross sections will be developed at all driveways, carriage walks and private walkways (at a minimum) and supplemented at 25-foot stationing, where necessary. Cross sections will be prepared on 11”x17” and at 1"=10' V and 1"=10' H. Cross sections will display the following features: • Original ground • Finished grade • Existing and Proposed top of pavement elevations at profile grade line • Pavement structure • Curbing • Sidewalk • Driveways • Cross-Slopes (pavement, driveway, sidewalk, tree lawn, etc.) • Highway boundary / right-of-way lines Existing and proposed utilities and drainage information do not need to be depicted on the plotted cross sections unless a sewer main is proposed. G. Digital Terrain Model (DTM)
Sample 1
Roadway Cross Sections. The ENGINEER shall prepare proposed cross sections at a scale of 1” = 10’ horizontal and 1” =20’ vertical (on 11”X17” format). Cross sections shall be created at all critical locations and on 100-foot increments for Collin County Outer Loop Access Road and cross streets with construction beyond the radius return. The ENGINEER shall determine the quantities of cut and fill for each cross section and provide the earthwork quantities in a tabular format in the plans for the 60%, 95% and final submittals The ENGINEER shall develop each retaining wall design and determine the location of each soil boring needed for the foundation design of each retaining wall in accordance with the Geotechnical Manual. Prior to preparation of the retaining wall layouts, the ENGINEER shall prepare a comparative cost analysis of different type of retaining walls versus roadway embankment, pavement, soil stabilization, retaining walls type and available ROW to determine the optimum selection based on economics, construction time duration, ROW encroachments (need for construction easements) and construction feasibility. The approximate limits of the retaining walls shall be based on Station or length. The ENGINEER shall notify the COUNTY, for their review and approval of retaining walls that will be proposed to be used for each Cut and Fill location. Retaining wall type shall be: • Mechanically Stabilized Earth (MSE) Walls. The ENGINEER shall prepare the retaining wall layouts showing plan and profile. The ENGINEER shall incorporate a slope of 4:1 or flatter (6:1 preferred) from the existing and finished ground line elevation to the face of the retaining wall. The ENGINEER shall provide layouts (assume scale 1”=100’), elevations, quantity estimate, summary of quantities, typical cross sections and miscellaneous details of all retaining walls within the project. If applicable, architectural standard drawings are not included as part of this scope of services and will be provided by the COUNTY and shall be incorporated into design details. The specific requirements for each item are as follows:
Sample 1
Roadway Cross Sections. The ENGINEER shall prepare proposed cross sections at a scale of 1” = 10’ horizontal and 1” =10’ vertical (on 11”X17” format). Cross sections shall be created at all critical locations and on 100-foot increments for Collin County Outer Loop Access Road and cross streets with construction beyond the radius return. The ENGINEER shall determine the quantities of cut and fill for each cross section and provide the earthwork quantities in a tabular format in the plans. The ENGINEER will select standard details applicable to the roadway design as needed for construction and include in the plans for the 60%, 90%, and final submittals.
Sample 1
Roadway Cross Sections. After the roadway 2D and 3D topographic survey files have been adjusted to the current VRS, GPS coordinate system, it shall be necessary to re-develop the design files for the US 54 main lane cross-sections and re-cut the sections.
Sample 1

Related to Roadway Cross Sections

  • Miscellaneous Sections a. General Mail Facility Administrative Building – by Tour 1. Post Office Operations 2. Operations Programs Support 3. Human Resources 4. In-Plant 5. General Clerks 6. Contract Technicians 7. Secretaries b. General Mail Facility Finance Station - by Tour c. Revenue Protection General Mail Facility - by Tour d. TACS - by Tour e. Statistical Programs f. Each Station, Branch and Delivery Annex individually

  • Captions; Section References Section titles or captions contained in this Agreement are inserted only as a matter of convenience and reference, and in no way define, limit, extend or describe the scope of this Agreement, or the intent of any provision hereof. All references herein to Sections shall refer to Sections of this Agreement unless the context clearly requires otherwise.

  • Headings; Section References The headings in this Agreement are for convenience of reference only and shall not limit or otherwise affect the meaning hereof. Unless otherwise stated, references to Sections, Schedules and Exhibits are to the Sections, Schedules and Exhibits of this Agreement.

  • Limitations Applicable to Section 16 Persons Notwithstanding any other provision of the Plan or this Agreement, if Participant is subject to Section 16 of the Exchange Act, the Plan, the Option and this Agreement shall be subject to any additional limitations set forth in any applicable exemptive rule under Section 16 of the Exchange Act (including any amendment to Rule 16b-3 of the Exchange Act) that are requirements for the application of such exemptive rule. To the extent permitted by applicable law, this Agreement shall be deemed amended to the extent necessary to conform to such applicable exemptive rule.

  • Partnership Minimum Gain Chargeback Notwithstanding any other provision of this Section 6.1, if there is a net decrease in Partnership Minimum Gain during any Partnership taxable period, each Partner shall be allocated items of Partnership income and gain for such period (and, if necessary, subsequent periods) in the manner and amounts provided in Treasury Regulation Sections 1.704-2(f)(6), 1.704-2(g)(2) and 1.704-2(j)(2)(i), or any successor provision. For purposes of this Section 6.1(d), each Partner’s Adjusted Capital Account balance shall be determined, and the allocation of income or gain required hereunder shall be effected, prior to the application of any other allocations pursuant to this Section 6.1(d) with respect to such taxable period (other than an allocation pursuant to Section 6.1(d)(vi) and Section 6.1(d)(vii)). This Section 6.1(d)(i) is intended to comply with the Partnership Minimum Gain chargeback requirement in Treasury Regulation Section 1.704-2(f) and shall be interpreted consistently therewith.

  • Partner Minimum Gain Chargeback Except as otherwise provided in Section 1.704-2(i)(4) of the Regulations, if there is a net decrease in Partner Nonrecourse Debt Minimum Gain during any fiscal year, each Partner who has a share of the Partner Nonrecourse Debt Minimum Gain, determined in accordance with Section 1.704-2(i)(5) of the Regulations, shall be specially allocated items of Partnership income and gain for such year (and, if necessary, subsequent years) in an amount equal to that Partner’s share of the net decrease in the Partner Nonrecourse Debt Minimum Gain to the extent and in the manner required by Section 1.704-2(i) of the Regulations. The items to be so allocated shall be determined in accordance with Sections 1.704-2(i)(4) and (j)(2) of the Regulations. This subparagraph 2(b) is intended to comply with the minimum gain chargeback requirement with respect to Partner Nonrecourse Debt contained in said section of the Regulations and shall be interpreted consistently therewith. Allocations pursuant to this subparagraph 2(b) shall be made in proportion to the respective amounts required to be allocated to each Partner pursuant hereto.

  • Geographic Area and Sector Specific Allowances, Conditions and Exceptions The following allowances and conditions shall apply where relevant. Where the Employer does work which falls under the following headings, the Employer agrees to pay and observe the relevant respective conditions and/or exceptions set out below in each case.

  • Amendments to Section 6 15. Section 6.15 of the Existing Credit Agreement is hereby amended in its entirety to read as follows:

  • Company Minimum Gain Chargeback Notwithstanding any other provision of this Section 5.1, if there is a net decrease in Company Minimum Gain during any Company taxable period, each Member shall be allocated items of Company income and gain for such period (and, if necessary, subsequent periods) in the manner and amounts provided in Treasury Regulations Sections 1.704-2(f)(6), 1.704-2(g)(2) and 1.704-2(j)(2)(i), or any successor provision. For purposes of this Section 5.1(b), each Member’s Adjusted Capital Account balance shall be determined, and the allocation of income and gain required hereunder shall be effected, prior to the application of any other allocations pursuant to this Section 5.1(b) with respect to such taxable period (other than an allocation pursuant to Section 5.1(b)(iii) and Section 5.1(b)(vi)). This Section 5.1(b)(i) is intended to comply with the Company Minimum Gain chargeback requirement in Treasury Regulations Section 1.704-2(f) and shall be interpreted consistently therewith.

  • Amendments to Section 7 11. Section 7.11 of the Existing Credit Agreement is hereby amended and restated in its entirety to read as follows: