Geometric Design Schematics Sample Clauses

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and ROW and easements requirements depicted on the conceptual schematics is approved. The State may require this task be performed using OpenRoads Technology. The geometric schematic plan view shall contain the following design elements:
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Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and ROW and easement requirements depicted on the conceptual schematics are approved. The geometric schematic plan view must contain the following design elements:  Control‐of‐access limits  Existing and projected traffic volumes  Existing and proposed major utilities  Existing property lines and respective property ownership information  Geopak calculated roadway alignments for mainlanes, general purpose lanes, ramps, direct connectors, bridges, HOV lanes, managed lanes, express lanes, collector distributor roads, frontage roads and cross streets at major intersections and grade separations.  Horizontal curve data shown in tabular format  Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways  Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs  Pavement edges, curb lines, sidewalks for all roadway improvementsProposed structure locations, bridge layouts including abutment, bent and rail locations  ROW and easements requirements adequate for preparation of ROW maps  Typical sections of existing and proposed roadways The geometric schematic profile view must contain the following design elements:  Calculated profile grade and vertical curve data including "K" values for the mainlanes DocuSign Envelope ID: 3834C76D-F898-4EF5-A280-35D1D4DA0CBD  Calculated vertical clearances at grade separations and overpasses  Existing ground line profiles along the mainlanes  Grade separations and overpasses The calculated profile grade for connectors and cross streets will be shown on separate Supplemental Profile rolls. Cross‐Sections. The Engineer shall use Open Roads to generate preliminary cross‐sections every 50 or 100 feet and at culvert locations in conjunction with the Geometric Schematic. The Engineer shall determine earthwork volumes for use in the cost estimate, and shall prepare 11”x17” or roll plots of the cross‐sections.
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Geometric Design Schematics. The Engineer shall furnish Microsoft Office and MicroStation V8 or V8i-Geopak compatible computer generated media containing the roadway schematic layout. All supporting attachments and exhibits shall accompany the schematic layout. Design shall be prepared in accordance with the latest version of TxDOT Advance Project Development Design Schematic Checklist, TxDOT Roadway Design Manual, TxDOT Project Development Process Manual, American Association of State Highway and Transportation Officials (AASHTO), including:  Roadway alignments for ramps, frontage roads and cross streets  Pavement edges, curb lines, sidewalks  Typical sections of existing and proposed roadways  Structure locations  Existing and proposed major utilities  Existing property lines and respective property ownership informationROW requirements adequate for preparation of ROW ramps  Control-of-access limits  Existing and projected traffic volumes  Location and text of the proposed guide signs  Lane lines, shoulder lines, and direction of traffic flow arrows  Calculated profile grade and vertical curve data including “K” values  Potential noise barrier locations
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Geometric Design Schematics. The Engineer shall develop modifications to the area from US 90 to Xxxxxx River Bridge geometric design schematics in accordance with the State comments based on the conceptual schematics after the basic layout, lane arrangement, and ROW and easement requirements depicted on the conceptual schematics are approved. The modified geometric schematic plan view shall contain the following design elements:
Sample 1
Geometric Design Schematics. The Engineer shall furnish Microsoft Office and MicroStation V8 or V8i-Geopak compatible computer generated media containing the roadway schematic layout to the State. All supporting attachments and exhibits shall accompany the schematic layout. All Microsoft Office and MicroStation V8 or V8i-Geopak compatible computer generated files containing the roadway schematic layout shall be compatible with the software used by the State. All designs shall be prepared in accordance with the latest version of: TxDOT Amarillo District Advance Project Development Design Schematic Checklist, TxDOT Roadway Design Manual, TxDOT Project Development Process Manual, AASHTO Policy on Geometric Design of Highways and Streets, TxDOT Standard Specifications for Construction of Highways, Streets, and Bridges, TxDOT Traffic Operations Manual on Highway Operations, and Highway Capacity Manual - Transportation Research Board, TxDOT Freeway Signing Handbook, and Standard Highway Sign Designs for Texas (SHSD). The preferred schematic plan view shall be developed at scale of 1”=200’ and include the following design elements developed under the supervision of a registered professional engineer:
Sample 1
Geometric Design Schematics. The ENGINEER shall develop Geometric Design Schematics based on the Recommended Preferred Alternative after the basic layout, lane arrangement, and ROW and easements requirements depicted on the schematics is approved.
Sample 1
Geometric Design Schematics. The Engineer shall furnish Microsoft Office, MicroStation V8 (or V8i-Geopak) and OpenRoads SS4/SUEDA compatible computer-generated media containing the roadway schematic layout to the State. All supporting attachments and exhibits shall accompany the schematic layout. All Microsoft Office, MicroStation V8/V8i- Geopak, and OpenRoads SS4/SUEDA computer generated files containing the roadway schematic layout shall be compatible with the software used by the State. The Engineer shall also submit the current OpenRoads generated 3D model for the 90% Schematic, Draft, and Final submittals. The 3D model must have enough details to verify the feasibility of the proposed schematic design, based on the corresponding level of schematic development, but will not be developed to a level of detail that it can be used for public involvement and/or construction purposes (a signed and sealed model). All designs shall be prepared in accordance with the latest version of: TxDOT Amarillo District Advance Project Development Design Schematic Checklist, TxDOT Roadway Design Manual, TxDOT Project Development Process Manual, American Association of State Highway and Transportation Officials (AASHTO) A Policy on Geometric Design of Highways and Streets, TxDOT Standard Specifications for Construction of Highways, Streets, and Bridges, TxDOT Traffic Operations Manual on Highway Operations, and Highway Capacity Manual – Transportation Research Board, TxDOT Freeway Signing Handbook, and Standard Highway Sign Designs for Texas (SHSD). The preferred schematic plan view shall be developed at scale of 1"=200' and Include the following design elements developed under the supervision of a registered professional engineer:
Sample 1
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Geometric Design Schematics. Based on the review of the corridor alternatives analysis, Technical Work Group, and Public Meetings the Engineer shall prepare the geometric design schematic of the preferred alternative (i.e., design DocuSign Envelope ID: B4E47CBB-54AA-4467-B86B-B1C47B94F45E schematic) on continuous rolls (maximum 2 ft. wide and 10 ft. long) in plan and profile to a scale of 1”=200’ horizontal and 1”=20’ vertical. This task must be performed by the Engineer through GEOPAK V8i SS3 software and OpenRoads Technology to produce 3D design files. All schematic design must be in conformance with the Fort Worth District’s Ramp Geometric Standards where practical, but at a minimum to the requirements of the Roadway Design Manual. The intent of this criterion is to create general uniformity in ramp configurations. Where deviation from this criterion is requested, the consultant shall submit the deviation request with applicable documentation for review and approval by the TxDOT PM.
Sample 1

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  • Schematic Design Documents In accordance with the approved Preliminary Design and Construction Schedule and based upon approval of and comments made by the Owner regarding the Concept Design Studies, the Design Professional shall prepare and submit to the Owner Schematic Design Documents, including drawings and outline specifications. These documents shall represent a further development of the approved design concept, providing additional detail and specificity regarding the intended design solution. Typically, all such documents shall be drawn to scale, indicating materials and assemblies, as appropriate, to convey the design intent and to illustrate the Project’s basic elements, scale and relationship to the Site. All major pieces of furniture and equipment to be fixed or supplied by the CM/GC shall be illustrated to scale. (See ASTM Standard Practice E 1804-02, August 2007, Sections 6.3, 8.2 and 8.3 for guidance on information which is generally developed in Schematic Design.)

  • Schematic Design Phase INDICATE IN STATEMENT OF WORK “NOT APPLICABLE” IF SECTION IS NOT APPLICABLE

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