Common use of Roadway Design Clause in Contracts

Roadway Design. The Engineer shall use ▇▇▇▇▇▇▇’▇ OpenRoads 3D Design technology in the design and preparation of the roadway plan sheets, using the version of MicroStation OpenRoads Designer and/or MicroStation Connect Edition that are implemented at TxDOT at the time. However, FBCTRA may approve the use of other versions. The Engineer shall provide roadway plan and profile drawings using CADD standards as required by the FBCTRA. The drawings must consist of a planimetric file of existing features and files of the proposed improvements. The roadway base map must contain line work that depicts existing surface features obtained from the schematic drawing. Existing major subsurface and surface utilities must be shown if requested by the FBCTRA. Existing and proposed right-of-way lines must be shown. Depending on the width of the pavement, the plan view and profile view may be shown on separate sheets or the same sheets for main lanes, frontage roads. The plan view must contain the following design elements: 1. Calculated roadway centerlines for mainlanes, ramps, and frontage roads, as applicable. Horizontal control points must be shown. The alignments must be calculated using OpenRoads horizontal geometry tools. 2. Pavement edges for all improvements (mainlanes, ramps, and frontage roads, if applicable). 3. Lane and pavement width dimensions. 4. The geometrics of ramps. 5. Proposed structure locations, lengths, and widths. 6. Direction of traffic flow on all roadways. Lane lines and arrows indicating the number of lanes must also be shown. 7. Drawing horizontal scale must be 1” =100’ 8. Control of access line, ROW lines, and easements. 9. Begin and end superelevation transitions and cross slope changes. 10. Limits of riprap, block sod, and seeding. 11. Existing utilities and structures. 12. Benchmark information. 13. Radii call outs, curb location, Concrete Traffic Barrier (CTB), guard fence, crash safety items and American with Disabilities Act Accessibility Guidelines (ADAAG) compliance items. The profile view must contain the following design elements: 1. Calculated profile grade line (PGL) for proposed mainlanes (cite direction), ramps, and frontage roads, if applicable. Vertical curve data, including “K” values must be shown. The profiles must be calculated using OpenRoads vertical geometry tools. 2. Existing and proposed profiles along the proposed centerline of the mainlanes, the outside shoulder line of ramps. 3. Water surface elevations at major stream crossing for 2, 5, 10, 25, 50, and 100-year storms. 4. Calculated vertical clearances at grade separations and overpasses, taking into account the appropriate superelevation rate, superstructure depth and required clearance. 5. The location of mainlanes, grade separations and ramps, and cross sections of any proposed or existing roadway, structure, or utility crossing. 6. Drawing vertical scale must be 1” =10’.

Roadway Design. The DocuSign Envelope ID: CB7B82B2-FA3B-4DDD-957A-C5AE0E5F436A If requested by the State, the Engineer shall use ▇▇▇▇▇▇▇’▇ OpenRoads 3D Design technology in the design and preparation of the roadway plan sheets, using the version of MicroStation OpenRoads Designer and/or MicroStation Connect Edition that are implemented at TxDOT at the time. However, FBCTRA may approve the use of other versions. The Engineer shall provide roadway plan and profile drawings using CADD standards as required by the FBCTRAState. The drawings must consist of a planimetric file of existing features and files of the proposed improvements. The roadway base map must contain line work that depicts existing surface features obtained from the schematic drawing. Existing major subsurface and surface utilities must be shown if requested by the FBCTRAState. Existing and proposed right-of-way lines must be shown. Depending on the width of the pavement, the plan view Plan and profile view may Profile must be shown on separate sheets or the same sheets (this depends upon width of pavement) for main lanes, frontage roads, and direct connectors. The plan view must contain the following design elements: 1. Calculated roadway centerlines for mainlanes, ramps, cross streets and frontage roads, as applicable. Horizontal control points must be shown. The alignments must be calculated using OpenRoads horizontal geometry toolsGEOPAK. 2. Pavement edges for all improvements (mainlanes, direct connectors, ramps, cross streets, driveways and frontage roads, if applicable). 3. Lane and pavement width dimensions. 4. The geometrics of ramps, auxiliary and managed lanes. 5. Proposed structure locations, lengths, and widths. 6. Direction of traffic flow on all roadways. Lane lines and arrows indicating the number of lanes must also be shown. 7. Drawing horizontal scale must shall be 1” =1001”=100’ 8. Control of access line, ROW lines, lines and easements. 9. Begin and end superelevation transitions and cross slope changes. 10. Limits of riprap, block sod, and seeding. 11. Existing utilities and structures. 12. Benchmark information. 13. Radii call outs, curb location, Concrete Traffic Barrier (CTB), guard fence, crash safety items and American with Disabilities Act Accessibility Guidelines (ADAAG) compliance items. The profile view must contain the following design elements: 1. Calculated profile grade line (PGL) for proposed mainlanes (cite direction), direct connectors, ramps, cross streets and frontage roads, if applicable. Vertical curve data, including “K” values must be shown. The profiles must be calculated using OpenRoads vertical geometry tools. 2. Existing and proposed profiles along the proposed centerline of the mainlanes, the outside shoulder line of ramps, and the outside gutter line of the designated (north, south, east or west) bound frontage roads. 3. Water surface elevations at major stream crossing for 2, 5, 10, 25, 50, and 100-100 year storms.. DocuSign Envelope ID: CB7B82B2-FA3B-4DDD-957A-C5AE0E5F436A 4. Calculated vertical clearances at grade separations and overpasses, taking into account the appropriate superelevation rate, superstructure depth and required clearance. 5. The location of interchanges, mainlanes, grade separations and ramps, and ramps (shall include cross sections of any proposed or existing roadway, structure, or utility crossing). 6. Drawing vertical scale must to be 1” =101”=10’.

Roadway Design. The If requested by the State, the Engineer shall use ▇▇▇▇▇▇▇’▇ Bentley’s OpenRoads 3D Design technology in the design and preparation of the roadway plan sheets, using the version of MicroStation OpenRoads Designer and/or MicroStation Connect Edition that are implemented at TxDOT at the time. However, FBCTRA may approve the use of other versions. The Engineer shall provide roadway plan and profile drawings using CADD standards as required by the FBCTRAState. The drawings must consist of a planimetric file of existing features and files of the proposed improvements. The roadway base map must contain line work that depicts existing surface features obtained from the schematic drawing. Existing major subsurface and surface utilities must be shown if requested by the FBCTRAState. Existing and proposed right-of-way lines must be shown. Depending on the width of the pavement, the plan view Plan and profile view may Profile must be shown on separate sheets or the same sheets (this depends upon width of pavement) for main lanes, frontage roads, and direct connectors. The plan view must contain the following design elements:: DocuSign Envelope ID: E0E3AD65-416A-4906-A2FD-ED83ABE18456 1. Calculated roadway centerlines for mainlanes, ramps, cross streets and frontage roads, as applicable. Horizontal control points must be shown. The alignments must be calculated using OpenRoads horizontal geometry toolsGEOPAK. 2. Pavement edges for all improvements (mainlanes, direct connectors, ramps, cross streets, driveways and frontage roads, if applicable). 3. Lane Lane, shoulder, and pavement width dimensions. 4. The geometrics of ramps, auxiliary and managed lanes. 5. Proposed structure locations, lengths, and widths. 6. Direction of traffic flow on all roadways. Lane lines and arrows indicating the number of lanes must also be shown. 7. Drawing horizontal scale must shall be 1” =1001”=100’ 8. Control of access line, ROW lines, lines and easements. 9. Begin and end superelevation transitions and cross slope changes.. (Table of super elevation transitions not permissible) 10. Limits of riprap, block sod, and seeding. 11. Existing utilities and structures. 12. Proposed Utilities and any utility assignments proposed or assigned. 13. Benchmark information. 1314. Radii call outs, curb location, Concrete Traffic Barrier (CTB), guard fence, crash safety items and American with Disabilities Act Accessibility Guidelines (ADAAG) compliance items. 15. Quantity boxes shall be provided on all applicable plan sheets. 16. Follow the State’s drafting standards. The profile view must contain the following design elements: 1. Calculated profile grade line (PGL) for proposed mainlanes (cite direction), direct connectors, ramps, cross streets and frontage roads, if applicable. Vertical curve data, including “K” values must be shown. The profiles must be calculated using OpenRoads vertical geometry tools. 2. Existing and proposed profiles along the proposed centerline of the mainlanes, the outside shoulder line of ramps, and the outside gutter line of the designated (north, south, east or west) bound frontage roads. 3. Water surface elevations at major stream crossing for 2, 5, 10, 25, 50, and 100-100 year storms. 4. Calculated vertical clearances at grade separations and overpasses, taking into account the appropriate superelevation rate, superstructure depth and required clearance. 5. The location of interchanges, mainlanes, grade separations and ramps, and ramps (shall include cross sections of any proposed or existing roadway, structure, or utility crossing). 6. Drawing vertical scale must to be 1” =1”= 10’’ or other as based on plan view and determined by the project team.

Roadway Design. The Engineer shall use ▇▇▇▇▇▇▇’▇ OpenRoads 3D Design technology in the design and preparation of the roadway plan sheets, using the version of MicroStation OpenRoads Designer and/or MicroStation Connect Edition that are implemented at TxDOT at the time. However, FBCTRA may approve the use of other versions. The Engineer shall provide roadway plan and profile drawings using CADD standards as required by the FBCTRAState. The drawings must consist of a planimetric file of existing features and files of the proposed improvements. The roadway base map must contain line work that depicts existing surface features obtained from the schematic drawing. Existing major subsurface and surface utilities must be shown if requested by the FBCTRAState. Existing and proposed right-right- of-way lines must be shown. Depending on the width of the pavement, the plan view Plan and profile view may Profile must be shown on separate sheets or the same sheets (this depends upon width of pavement) for main lanes, frontage roads, and direct connectors. The plan view must contain the following design elements: 1. Calculated roadway centerlines for mainlanes, ramps, cross streets and frontage roads, as applicable. Horizontal control points must be shown. The alignments must be calculated using OpenRoads horizontal geometry toolsGEOPAK. 2. Pavement edges for all improvements (mainlanes, direct connectors, ramps, cross streets, driveways and frontage roads, if applicable). 3. Lane and pavement width dimensions. 4. The geometrics of ramps, auxiliary and managed lanes. 5. Proposed structure locations, lengths, and widths. 6. Direction of traffic flow on all roadways. Lane lines and arrows indicating the number of lanes must also be shown. 7. Drawing horizontal scale must shall be 1” =1001”=100’ 8. Control of access line, ROW lines, lines and easements. 9. Begin and end superelevation transitions and cross slope changes. 10. Limits of riprap, block sod, and seeding. 11. Existing utilities and structures. 12. Benchmark information. 13. Radii call outs, curb location, Concrete Traffic Barrier (CTB), guard fence, crash safety items and American with Disabilities Act Accessibility Guidelines (ADAAG) compliance items. The profile view must contain the following design elements: 1. Calculated profile grade line (PGL) for proposed mainlanes (cite direction), direct connectors, ramps, cross streets and frontage roads, if applicable. Vertical curve data, including “K” values must be shown. The profiles must be calculated using OpenRoads vertical geometry tools. 2. Existing and proposed profiles along the proposed centerline of the mainlanes, the outside shoulder line of ramps, and the outside gutter line of the designated (north, south, east or west) bound frontage roads. 3. Water surface elevations at major stream crossing for 2, 5, 10, 25, 50, and 100-100 year storms. 4. Calculated vertical clearances at grade separations and overpasses, taking into account the appropriate superelevation rate, superstructure depth and required clearance. 5. The location of interchanges, mainlanes, grade separations and ramps, and ramps (shall include cross sections of any proposed or existing roadway, structure, or utility crossing). 6. Drawing vertical scale must to be 1” =101”=10’.

Roadway Design. The DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C If requested by the State, the Engineer shall use ▇▇▇▇▇▇▇’▇ Bentley’s OpenRoads 3D Design technology in the design and preparation of the roadway plan sheets, using the version of MicroStation OpenRoads Designer and/or MicroStation Connect Edition that are implemented at TxDOT at the time. However, FBCTRA may approve the use of other versions. The Engineer shall provide roadway plan and profile drawings using CADD standards as required by the FBCTRAState. The drawings must consist of a planimetric file of existing features and files of the proposed improvements. The roadway base map must contain line work that depicts existing surface features obtained from the schematic drawing. Existing major subsurface and surface utilities must be shown if requested by the FBCTRAState. Existing and proposed right-of-way lines must be shown. Depending on the width of the pavement, the plan view Plan and profile view may Profile must be shown on separate sheets or the same sheets (this depends upon width of pavement) for main lanes, frontage roads, and direct connectors. The plan view must contain the following design elements: 1. Calculated roadway centerlines for mainlanes, ramps, cross streets and frontage roads, as applicable. Horizontal control points must be shown. The alignments must be calculated using OpenRoads horizontal geometry toolsGEOPAK. 2. Pavement edges for all improvements (mainlanes, direct connectors, ramps, cross streets, driveways and frontage roads, if applicable). 3. Lane and pavement width dimensions. 4. The geometrics of ramps, auxiliary and managed lanes. 5. Proposed structure locations, lengths, and widths. 6. Direction of traffic flow on all roadways. Lane lines and arrows indicating the number of lanes must also be shown. 7. Drawing horizontal scale must shall be 1” =1001”=100’ 8. Control of access line, ROW lines, lines and easements. 9. Begin and end superelevation transitions and cross slope changes. 10. Limits of riprap, block sod, and seeding. 11. Existing utilities and structures. 12. Benchmark information. 13. Radii call outs, curb location, Concrete Traffic Barrier (CTB), guard fence, crash safety items and American with Disabilities Act Accessibility Guidelines (ADAAG) compliance items. The profile view must contain the following design elements: 1. Calculated profile grade line (PGL) for proposed mainlanes (cite direction), direct connectors, ramps, cross streets and frontage roads, if applicable. Vertical curve data, including “K” values must be shown. The profiles must be calculated using OpenRoads vertical geometry tools. 2. Existing and proposed profiles along the proposed centerline of the mainlanes, the outside shoulder line of ramps, and the outside gutter line of the designated (north, south, east or west) bound frontage roads. 3. Water surface elevations at major stream crossing for 2, 5, 10, 25, 50, and 100-100 year storms.. DocuSign Envelope ID: 8F4C5F80-CEA4-4B7A-AA13-EF50310E0F8C 4. Calculated vertical clearances at grade separations and overpasses, taking into account the appropriate superelevation rate, superstructure depth and required clearance. 5. The location of interchanges, mainlanes, grade separations and ramps, and ramps (shall include cross sections of any proposed or existing roadway, structure, or utility crossing). 6. Drawing vertical scale must to be 1” =101”=10’.

Roadway Design. The DocuSign Envelope ID: 981599F8-5D6E-41E6-ADFA-1DA0DC55F35E If requested by the State, the Engineer shall use ▇▇▇▇▇▇▇’▇ Bentley’s OpenRoads 3D Design technology in the design and preparation of the roadway plan sheets, using the version of MicroStation OpenRoads Designer and/or MicroStation Connect Edition that are implemented at TxDOT at the time. However, FBCTRA may approve the use of other versions. The Engineer shall provide roadway plan and profile drawings using CADD standards as required by the FBCTRAState. The drawings must consist of a planimetric file of existing features and files of the proposed improvements. The roadway base map must contain line work that depicts existing surface features obtained from the schematic drawing. Existing major subsurface and surface utilities must be shown if requested by the FBCTRAState. Existing and proposed right-of-way lines must be shown. Depending on the width of the pavement, the plan view Plan and profile view may Profile must be shown on separate sheets or the same sheets (this depends upon width of pavement) for main lanes, frontage roads, and direct connectors. The plan view must contain the following design elements: 1. Calculated roadway centerlines for mainlanes, ramps, cross streets and frontage roads, as applicable. Horizontal control points must be shown. The alignments must be calculated using OpenRoads horizontal geometry toolsGEOPAK. 2. Pavement edges for all improvements (mainlanes, direct connectors, ramps, cross streets, driveways and frontage roads, if applicable). 3. Lane and pavement width dimensions. 4. The geometrics of ramps, auxiliary and managed lanes. 5. Proposed structure locations, lengths, and widths. 6. Direction of traffic flow on all roadways. Lane lines and arrows indicating the number of lanes must also be shown. 7. Drawing horizontal scale must shall be 1” =1001”=100’ 8. Control of access line, ROW lines, lines and easements. 9. Begin and end superelevation transitions and cross slope changes. 10. Limits of riprap, block sod, and seeding. 11. Existing utilities and structures. 12. Benchmark information. 13. Radii call outs, curb location, Concrete Traffic Barrier (CTB), guard fence, crash safety items and American with Disabilities Act Accessibility Guidelines (ADAAG) compliance items. The profile view must contain the following design elements: 1. Calculated profile grade line (PGL) for proposed mainlanes (cite direction), direct connectors, ramps, cross streets and frontage roads, if applicable. Vertical curve data, including “K” values must be shown. The profiles must be calculated using OpenRoads vertical geometry tools. 2. Existing and proposed profiles along the proposed centerline of the mainlanes, the outside shoulder line of ramps, and the outside gutter line of the designated (north, south, east or west) bound frontage roads. 3. Water surface elevations at major stream crossing for 2, 5, 10, 25, 50, and 100-100 year storms.. DocuSign Envelope ID: 981599F8-5D6E-41E6-ADFA-1DA0DC55F35E 4. Calculated vertical clearances at grade separations and overpasses, taking into account the appropriate superelevation rate, superstructure depth and required clearance. 5. The location of interchanges, mainlanes, grade separations and ramps, and ramps (shall include cross sections of any proposed or existing roadway, structure, or utility crossing). 6. Drawing vertical scale must to be 1” =101”=10’.

Roadway Design. The Engineer shall use ▇▇▇▇▇▇▇’▇ Bentley’s OpenRoads 3D Design technology in the design and preparation of the roadway plan sheets, using . PS&E plan set shall be in accordance with the version of MicroStation OpenRoads Designer and/or MicroStation Connect Edition that are implemented at current TxDOT at the time. However, FBCTRA may approve the use of other versionsPS&E Manual. The Engineer shall provide roadway plan and profile drawings using CADD standards as required by the FBCTRAState. The drawings must consist of a planimetric file of existing features and files of the proposed improvements. The roadway base map must contain line work that depicts existing surface features obtained from the schematic drawing. Existing major subsurface and surface utilities must be shown if requested by the FBCTRAState. Existing and proposed right-of-way lines must be shown. Depending on the width of the pavement, the plan view Plan and profile view may Profile must be shown on separate sheets or the same sheets (this depends upon width of pavement) for main lanes, frontage roads, and direct connectors. The plan view must contain the following design elements: 1. A. Pavement edges for all improvements (mainlanes, cross streets, and driveways if applicable). B. Calculated roadway centerlines for mainlanes, ramps, mainlanes and frontage roadscross streets, as applicable. Horizontal control points must be shown. The alignments must be calculated using OpenRoads horizontal geometry toolsGEOPAK. 2▇. Pavement edges for all improvements (mainlanes, ramps, and frontage roads, if applicable). 3. Lane ▇▇▇▇ and pavement width dimensions. 4. The geometrics of ramps. 5. D. Proposed structure locations, lengths, and widths. 6. E. Direction of traffic flow on all roadways. Lane lines and arrows indicating the number of lanes must also be shown. 7. F. Drawing horizontal scale must shall be 1” =1001”=100’ 8. Control of access line, G. ROW lines, lines and easements. 9. H. Begin and end superelevation transitions and cross slope changes. 10. I. Limits of ripraprip-rap, block sod, and seeding. 11. J. Existing utilities and structures. 12. K. Benchmark information. 13. L. Radii call outs, curb location, Concrete Traffic Barrier (CTB), guard fence, crash safety items and American with Disabilities Act Accessibility Guidelines (ADAAG) compliance items. The profile view must contain the following design elements: 1. A. Calculated profile grade line (PGL) for proposed mainlanes (cite direction), ramps, and frontage roadscross streets, if applicable. Vertical curve data, including “K” values must be shown. The profiles must be calculated using OpenRoads vertical geometry tools. 2. B. Existing and proposed profiles along the proposed centerline of the mainlanes, the outside shoulder line of ramps. 3. Water surface elevations at major stream crossing for 2, 5, 10, 25, 50, and 100-year storms. 4. Calculated vertical clearances at grade separations and overpasses, taking into account the appropriate superelevation rate, superstructure depth and required clearance. 5. The location of mainlanes, grade separations and ramps, and cross sections of any proposed or existing roadway, structure, or utility crossing. 6. C. Drawing vertical scale must to be 1” =101”=10’.

Roadway Design. The Engineer shall use ▇▇▇▇▇▇▇’▇ OpenRoads 3D Design technology in the design and preparation of the roadway plan sheets, using the version of MicroStation OpenRoads Designer and/or MicroStation Connect Edition that are implemented at TxDOT at the time. However, FBCTRA may approve the use of other versions. The Engineer shall provide roadway plan and profile drawings using CADD standards as required by the FBCTRACounty. The drawings must consist of a planimetric file of existing features and files of the proposed improvements. The roadway base map must contain line work that depicts existing surface features obtained from the schematic drawing. Existing major subsurface and surface utilities must be shown if requested by the FBCTRACounty. Existing and proposed right-of-way lines must be shown. Depending on the width of the pavement, the plan view Plan and profile view may Profile must be shown on separate sheets or the same sheets (this depends upon width of pavement) for main lanes, frontage roads, and direct connectors. The plan view must contain the following design elements: 1. Calculated roadway centerlines for mainlanes, ramps, cross streets and frontage roads, as applicable. Horizontal control points must be shown. The alignments must be calculated using OpenRoads horizontal geometry toolsGEOPAK. 2. Pavement edges for all improvements (mainlanes, rampscross streets, driveways and frontage roads, if applicable). 3. Lane and pavement width dimensions. 4. The geometrics of ramps, auxiliary and managed lanes. 5. Proposed structure locations, lengths, and widths. 6. Direction of traffic flow on all roadways. Lane lines and arrows indicating the number of lanes must also be shown. 7. Drawing horizontal scale must shall be 1” =1001”=100’ 8. Control of access line, ROW lines, lines and easements. 9. Begin and end superelevation transitions and cross slope changes. 10. Limits of riprap, block sod, and seeding. 11. Existing utilities and structures. 12. Benchmark information. 13. Radii call outs, curb location, Concrete Traffic Barrier (CTB), guard fence, crash safety items and American with Disabilities Act Accessibility Guidelines (ADAAG) compliance items. The profile view must contain the following design elements: 1. Calculated profile grade line (PGL) for proposed mainlanes (cite direction), direct connectors, ramps, cross streets and frontage roads, if applicable. Vertical curve data, including “K” values must be shown. The profiles must be calculated using OpenRoads vertical geometry tools. 2. Existing and proposed profiles along the proposed centerline of the mainlanes, the outside shoulder line of ramps, and the outside gutter line of the designated (north, south, east or west) bound frontage roads. 3. Water surface elevations at major stream crossing for 2, 5, 10, 25, 50, and 100-100 year storms. 4. Calculated vertical clearances at grade separations and overpasses, taking into account the appropriate superelevation rate, superstructure depth and required clearance. 5. The location of interchanges, mainlanes, grade separations and ramps, and ramps (shall include cross sections of any proposed or existing roadway, structure, or utility crossing). 6. Drawing vertical scale must to be 1” =101”=10’.