Common use of Geometric Design Schematics Clause in Contracts

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and anticipated ROW and easement impacts depicted on the conceptual schematics are approved. The Engineer shall use Bentley OpenRoads tools in performing this task. The geometric design schematics must include both a plan view and profile view. A. The geometric schematic plan view must contain the following design elements: 1. Bentley OpenRoads 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 2. Horizontal curve data shown in tabular format 3. Pavement edges, curb lines, sidewalks for all roadway improvements 4. Typical sections of existing and proposed roadways 5. Proposed bridge structures, including bridge deck, abutment, bent, and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. Existing utilities and proposed utilities 9. Existing property lines and respective property ownership information 10. Existing ROW and easements 11. Proposed ROW and easements adequate for preparation of ROW maps 12. Waters of the US (WOTUS) 13. Control-of-access limits 14. Existing and projected traffic volumes 15. Location and text of the existing and proposed guide signs and the preliminary locations for changeable message signs 16. Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. The geometric schematic profile view must contain the following design elements: 1. Calculated profile grade and vertical curve data including “K” values for all curves and sight distance values for crest vertical curves on the mainlanes 2. Existing ground line profiles along the mainlanes 3. Grade separations and overpasses including preliminary abutment and bent locations, girder type, and span lengths 4. Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 7. Approximate locations of existing and proposed major utility crossings 8. The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and anticipated ROW and easement impacts easements requirements depicted on the conceptual schematics are approved. The Engineer shall use Bentley This task will be performed using OpenRoads tools in performing this taskTechnology. The geometric design schematics must include both a plan view and profile view. A. The geometric schematic plan view must contain the following design elements: 1. Bentley OpenRoads : • 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 2intersections. • Horizontal curve data shown in tabular format 3. format • Pavement edges, curb lines, sidewalks and shoulder lines for all roadway improvements 4. improvements • Typical sections of existing and proposed roadways 5roadways • Proposed structure locations including beginning and ending stations, bridge layouts including abutments and xxxxx. Proposed bridge structuresDocuSign Envelope ID: D0894D65-6FF6-4E21-BE5E-BEEA53479086 • Drainage channels with direction of flow arrows • Superelevation direction, including bridge deckrates, abutment, bentaxis of rotation, and rail locations 6. Proposed retaining walls beginning and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. ending transition stations • Existing utilities and proposed utilities 9. major utilities • Existing property lines and respective property ownership information 10. Existing ROW and easements 11. Proposed information • ROW and easements requirements with stations and offset adequate for preparation of ROW maps 12. Waters of the US (WOTUS) 13. Control-of-access limits 14. maps • Existing and projected traffic volumes 15. Location and text of the existing and proposed guide signs and the preliminary locations for changeable message signs 16. volumes • Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. roadways • High Mast and Safety Lighting locations • Cross drainage, storm sewer, and inlets The geometric schematic profile view must contain the following design elements: 1. : • Calculated profile grade and vertical curve data including “"K” " values for all curves the mainlanes and sight distance values for crest vertical curves on the mainlanes 2. side streets • Existing ground line profiles along the mainlanes 3. Grade separations mainlanes and overpasses including preliminary abutment side streets • Storm sewer • Existing and bent locations, girder type, and span lengths 4. Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-proposed cross drainage structures and storm sewer trunk lines with approximate inlet sizes and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical sectionflow direction noted. 7. Approximate locations of existing and proposed major utility crossings 8. The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and anticipated ROW and easement impacts easements requirements depicted on the conceptual schematics are approved. The Engineer shall use Bentley State may require this task be performed using OpenRoads tools in performing this taskTechnology. The geometric design schematics must include both a plan view and profile view. A. The geometric schematic plan view must shall contain the following design elements: 1. Bentley OpenRoads 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. 2. Horizontal curve data shown in tabular format 3. Pavement edges, curb lines, sidewalks for all roadway improvements 4. Typical sections of existing and proposed roadways 5. Proposed structure locations, bridge structures, layouts including bridge deck, abutment, bent, bent and rail locations 6. Proposed retaining walls Existing and sound wallsproposed major utilities 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. Existing utilities and proposed utilities 9. Existing property lines and respective property ownership information 108. Existing ROW and easements 11. Proposed ROW and easements requirements adequate for preparation of ROW maps 12. Waters of the US (WOTUS) 139. Control-of-access limits 1410. Existing and projected traffic volumes 1511. Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs 1612. Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. roadways DocuSign Envelope ID: 8B0EE02C-E455-423C-9476-3FA4EBD98809 The geometric schematic profile view must shall contain the following design elements: 1. Calculated profile grade and vertical curve data including “"K” " values for all curves and sight distance values for crest vertical curves on the mainlanes 2. Existing ground line profiles along the mainlanes 3. Grade separations and overpasses including preliminary abutment and bent locations, girder type, and span lengthsoverpasses 4. Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 7. Approximate locations of existing and proposed major utility crossings 8. overpasses The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls.

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and anticipated ROW and easement impacts easements requirements depicted on the conceptual schematics are is approved. The Engineer shall use Bentley State may require this task be performed using OpenRoads tools in performing this taskTechnology. The geometric design schematics must include both a plan view and profile view. A. The geometric schematic plan view must shall contain the following design elements: 1. Bentley OpenRoads : • 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 2. • Horizontal curve data shown in tabular format 3. format • Pavement edges, curb lines, sidewalks for all roadway improvements 4. improvements • Typical sections of existing and proposed roadways 5. roadways • Proposed structure locations, bridge structures, layouts including bridge deck, abutment, bent, bent and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. locations • Existing utilities and proposed utilities 9. major utilities • Existing property lines and respective property ownership information 10. Existing ROW and easements 11. Proposed information • ROW and easements requirements adequate for preparation of ROW maps 12. Waters of the US (WOTUS) 13. maps • Control-of-access limits 14. limits • Existing and projected traffic volumes 15. volumes • Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs 16. signs • Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes DocuSign Envelope ID: 5A2DC6EC-64DB-4A02-A984-B96FAAFF8279 on all roadways B. roadways The geometric schematic profile view must shall contain the following design elements: 1. : • Calculated profile grade and vertical curve data including “"K” " values for all curves and sight distance values for crest vertical curves on the mainlanes 2. mainlanes • Existing ground line profiles along the mainlanes 3. mainlanes • Grade separations and overpasses including preliminary abutment and bent locations, girder type, and span lengths 4. • Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 7. Approximate locations of existing and proposed major utility crossings 8. overpasses The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls. The Engineer shall use Geopak 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.

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on furnish Microsoft Office, MicroStation V8 (or V8i-Geopak) and OpenRoads SS4/SUEDA compatible computer-generated media containing the conceptual schematics after roadway schematic layout to the basic State. All supporting attachments and exhibits shall accompany the schematic layout. All Microsoft Office, lane arrangementMicroStation V8/V8i- Geopak, and anticipated ROW and easement impacts depicted on OpenRoads SS4/SUEDA computer generated files containing the conceptual schematics are approvedroadway schematic layout shall be compatible with the software used by the State. The Engineer shall use Bentley also submit the current OpenRoads tools in performing this taskgenerated 3D model for the 90% Schematic, Draft, and Final submittals. The geometric design schematics 3D model must include both 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 plan view level of detail that it can be used for public involvement and/or construction purposes (a signed and profile view. A. 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 geometric preferred schematic plan view must contain shall be developed at scale of 1"=200' and Include the following design elementselements developed under the supervision of a registered professional engineer: 1. Bentley OpenRoads calculated a) Developments of 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 grade separations and grade separations 2. Horizontal horizontal curve data shown in tabular formatformat using GEOPAK. 3. b) Pavement edges, curb lines, sidewalks for all roadway improvements 4. c) Typical sections of existing and proposed roadways 5. d) Proposed bridge structures, structure locations including bridge deck, abutment, bent, bent and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. e) Existing utilities and proposed major utilities 9. f) Existing property lines and respective property ownership information 10. Existing g) ROW and easements 11. Proposed ROW and easements requirements adequate for preparation of ROW mapsramps 12. Waters of the US (WOTUS) 13. h) Control-of-access limitslimits (along US 87) 14. i) Existing and projected traffic volumesvolumes DocuSign Envelope ID: 67397975-F81B-4755-90E3-12120FAB096F WAs Used Legacy Xxxxxxxx Xx. 00-0XXX0000 XxxxxxXxxx Xxxxxxxx Xx. 0000 15. j) Location and text of the existing and proposed mainlane guide signs and the preliminary locations for changeable message signs 16. k) Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. . The geometric schematic profile view must shall contain the following design elements: 1. a) Calculated profile grade and vertical curve data including “K” values for all curves and sight distance values for crest vertical curves on the mainlanes 2. b) Existing ground line profiles along the mainlanes 3. c) Grade separations and overpasses including preliminary abutment and bent locations, girder type, and span lengthsoverpasses 4. d) Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 7. Approximate locations of existing and proposed major utility crossings 8. overpasses The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls. The Engineer shall make up to five submittals and corresponding revisions to the geometric design schematics.

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics developed in Task Order No. 1, after the basic layout, lane arrangement, and anticipated ROW and easement impacts depicted on the conceptual schematics are approved. The Engineer shall use Bentley OpenRoads tools in performing this task. The geometric design schematics must include both a plan view and profile view. A. The geometric schematic plan view must contain the following design elements: 1. Bentley OpenRoads calculated roadway alignments for mainlanes, general purpose lanes, ramps, direct connectors, bridges, HOV lanes, managed lanes, express lanes, collector distributor roads, frontage roads mainlanes and cross streets at major intersections and grade separationsintersections 2. Horizontal curve data shown in tabular format 3. Pavement edges, curb lines, sidewalks for all roadway improvements 4. Typical sections of existing and proposed roadways 5. Proposed bridge structures, including bridge deck, abutment, bent, and rail locations 6. Proposed retaining walls and sound walls 76. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 87. Existing utilities and proposed utilities 98. Existing property lines and respective property ownership information 109. Existing ROW and easements 1110. Proposed ROW and easements adequate for preparation of ROW maps 1211. Waters of the US (WOTUS) 1312. Control-of-access limits 1413. Existing and projected traffic volumes 15. Location and text of the existing and proposed guide signs and the preliminary locations for changeable message signs 1614. Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. The geometric schematic profile view must contain the following design elements: 1. Calculated profile grade and vertical curve data including “K” values for all curves and sight distance values for crest vertical curves on the mainlanes 2. Existing ground line profiles along the mainlanes 3. Grade separations and overpasses including preliminary abutment and bent locations, girder type, and span lengths 4. Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 74. Approximate locations of existing and proposed major utility crossings 85. The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and anticipated ROW and easement impacts easements requirements depicted on the conceptual schematics are approved. The Engineer shall use Bentley State may require this task be performed using OpenRoads tools in performing this taskTechnology. The geometric design schematics must include both a plan view and profile view. A. The geometric schematic plan view must shall contain the following design elements: 1. Bentley OpenRoads : • 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 2. • Horizontal curve data shown in tabular format 3. format • Pavement edges, curb lines, sidewalks for all roadway improvements 4. improvements • Typical sections of existing and proposed roadways 5. roadways • Proposed structure locations, bridge structures, layouts including bridge deck, abutment, bent, bent and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. locations • Existing utilities and proposed utilities 9. major utilities • Existing property lines and respective property ownership information 10. Existing ROW and easements 11. Proposed information • ROW and easements requirements adequate for preparation of ROW maps 12. Waters of the US (WOTUS) 13. maps • Control-of-access limits 14. limits • Existing and projected traffic volumes 15. volumes • Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs 16. signs • Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. roadways The geometric schematic profile view must shall contain the following design elements: 1. : • Calculated profile grade and vertical curve data including “"K” " values for all curves the mainlanes and sight distance values for crest vertical curves on the mainlanes 2. side streets • Existing ground line profiles along the mainlanes 3. mainlanes and side streets • Grade separations and overpasses including preliminary abutment and bent locations, girder type, and span lengths 4. • Calculated vertical clearances at grade separations and overpasses 5. Anticipated crossoverpasses DocuSign Envelope ID: D78C9312-drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 7. Approximate locations of existing and proposed major utility crossings 8. The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rollsD95C-4FD3-B00A-7CFCC10A2DB4

Geometric Design Schematics. The Engineer shall develop a geometric design schematics schematic based on the preferred conceptual schematics schematic after the basic layout, lane arrangement, and anticipated ROW and easement impacts easements requirements depicted on the conceptual schematics are approved. The Engineer shall use Bentley OpenRoads tools in performing this task. The geometric design schematics must include both a plan view and profile view. A. The geometric schematic plan view must shall contain the following design elements: 1. Bentley OpenRoads 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 separationsintersections. 2. Horizontal curve data shown in tabular format 3. Pavement edges, curb lines, sidewalks and shoulder lines for all roadway improvements 4. Typical sections of existing and proposed roadways 5. Pedestrian and bicycle accommodation facilities 6. Proposed structure locations including beginning and ending stations, bridge structures, layouts including bridge deck, abutment, bent, bent and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures Drainage channels with outfall direction of flow arrows and significant drainage features or waterways identifiedarrows 8. Superelevation direction, rates, axis of rotation, and beginning and ending transition stations 9. Toe of slope or limits of construction 10. Existing utilities and proposed major utilities 911. Existing property lines and respective property ownership information 1012. Existing ROW and easements 11. Proposed ROW and easements requirements with stations and offset adequate for preparation of ROW maps 12. Waters of the US (WOTUS) 13. Control-of-access limits 14. Existing and projected traffic volumes 15. Location and text of the existing and proposed guide signs and the preliminary locations for changeable message signs 1614. Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. 15. High Mast and Safety lighting locations The geometric schematic profile view must shall contain the following design elements: 1. Calculated profile grade and vertical curve data including “"K” " values for all curves the mainlanes and sight distance values for crest vertical curves on the mainlanesside streets 2. Existing ground line profiles along the mainlanesmainlanes and side streets 3. Grade separations Existing and overpasses including preliminary abutment and bent locations, girder type, and span lengths 4. Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-proposed cross drainage structures and storm sewer trunk lines with approximate inlet sizes and outfall elevations 6flow direction noted. Proposed Special ditch grading (special grading), if it does not follow the typical sectiongrades will also be shown. 7. Approximate locations of existing and proposed major utility crossings 8. The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and anticipated ROW and easement impacts easements requirements depicted on the conceptual schematics are approved. The Engineer shall use Bentley State may require this task be performed using OpenRoads tools in performing this taskTechnology. The geometric design schematics must include both a plan view and profile view. A. The geometric schematic plan view must contain the following design elements: 1. Bentley OpenRoads :  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 2.  Horizontal curve data shown in tabular format 3. format  Pavement edges, curb lines, sidewalks for all roadway improvements 4. improvements  Typical sections of existing and proposed roadways 5roadways  Proposed structure locations, bridge layouts including abutments and xxxxx. Proposed bridge structures, including bridge deck, abutment, bent, and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8.  Existing utilities and proposed utilities 9. major utilities  Existing property lines and respective property ownership information 10. Existing ROW and easements 11. Proposed information  ROW and easements requirements adequate for preparation of ROW maps 12. Waters of the US (WOTUS) 13. Control-of-access limits 14. maps  Existing and projected traffic volumes 15. Location and text of the existing and proposed guide signs and the preliminary locations for changeable message signs 16. volumes  Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. roadways  Cross drainage, storm sewer, and inlets The geometric schematic profile view must contain the following design elements: 1. :  Calculated profile grade and vertical curve data including “"K” " values for all curves the mainlanes and sight distance values for crest vertical curves on the mainlanes 2. side streets  Existing ground line profiles along the mainlanes 3. mainlanes and side streets  Grade separations and overpasses including preliminary abutment and bent locations, girder type, and span lengths 4.  Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-overpasses  Storm sewer  Cross drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 7. Approximate locations of existing and proposed major utility crossings 8. The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rollsstructures

Geometric Design Schematics. The Engineer shall develop geometric design schematics based 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 the conceptual schematics after the basic layoutGeometric Design of Highways and Streets, lane arrangementTxDOT Standard Specifications for Construction of Highways, Streets, and anticipated ROW Bridges, TxDOT Traffic Operations Manual on Highway Operations, and easement impacts depicted on the conceptual schematics are approvedHighway Capacity Manual - Transportation Research Board, TxDOT Freeway Signing Handbook, and Standard Highway Sign Designs for Texas (SHSD). The Engineer shall use Bentley OpenRoads tools in performing this task. The geometric design schematics must include both a plan view and profile view. A. The geometric preferred schematic plan view must contain shall be developed at scale of 1”=200’ and include the following design elementselements developed under the supervision of a registered professional engineer: 1. Bentley OpenRoads calculated a. Development of 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 grade separations and grade separations 2. Horizontal horizontal curve data shown in tabular formatformat using Geopak 3. b. Pavement edges, curb lines, sidewalks for all roadway improvements 4. c. Typical sections of existing and proposed roadways 5. d. Proposed bridge structures, structure locations including bridge deck, abutment, bent, bent and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. e. Existing utilities and proposed utilitiesmajor utilities DocuSign Envelope ID: C8AF675D-2526-41B2-938D-3D337F7E3DEC 9. f. Existing property lines and respective property ownership information 10. Existing g. ROW and easements 11. Proposed ROW and easements requirements adequate for preparation of ROW maps 12. Waters of the US (WOTUS) 13. h. Control-of-access limits 14. i. Existing and projected traffic volumes 15. j. Location and text of the existing and proposed mainlane guide signs and the preliminary locations for changeable message signs 16. Lane x. Xxxx lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. The geometric schematic profile view must contain the following design elements: 1. Calculated profile grade and vertical curve data including “K” values for all curves and sight distance values for crest vertical curves on the mainlanes 2. Existing ground line profiles along the mainlanes 3. Grade separations and overpasses including preliminary abutment and bent locations, girder type, and span lengths 4. Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 7. Approximate locations of existing and proposed major utility crossings 8. The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and anticipated ROW and easement impacts easements requirements depicted on the conceptual schematics are is approved. The Engineer shall use Bentley State may require this task be performed using OpenRoads tools in performing this taskTechnology. The geometric design schematics must include both a plan view and profile view. A. The geometric schematic plan view must shall contain the following design elements: 1. Bentley OpenRoads : • 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 2. • Horizontal curve data shown in tabular format 3. format • Pavement edges, curb lines, sidewalks for all roadway improvements 4. improvements • Typical sections of existing and proposed roadways 5. roadways • Proposed structure locations, bridge structures, layouts including bridge deck, abutment, bent, bent and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. locations • Existing utilities and proposed utilities 9. major utilities • Existing property lines and respective property ownership information 10. information • Existing ROW and easements 11. Proposed easement • ROW and easements requirements adequate for preparation of ROW maps 12. maps • Waters of the US (WOTUS) 13. WOUS) • Control-of-access limits 14. limits • Existing and projected traffic volumes 15. volumes • Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs 16. signs • Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. roadways • Existing utilities The geometric schematic profile view must shall contain the following design elements: 1. : • Calculated profile grade and vertical curve data including “"K” " values for all curves and sight distance values for crest vertical curves on the mainlanes 2. mainlanes • Existing ground line profiles along the mainlanes 3. mainlanes • Grade separations and overpasses including preliminary abutment and bent locations, girder type, and DocuSign Envelope ID: E7DAA847-BF7C-44E6-B32B-712DD5062C72 span lengths 4. • Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 7. Approximate locations of existing and proposed major utility crossings 8. overpasses The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls. The Engineer shall use Geopak 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.

Geometric Design Schematics. The Engineer ENGINEER shall develop geometric design schematics Geometric Design Schematics based on the conceptual schematics Recommended Preferred Alternative after the basic layout, lane arrangement, and anticipated ROW and easement impacts easements requirements depicted on the conceptual schematics are is approved. The Engineer shall use Bentley OpenRoads tools in performing this task. The geometric design schematics must include both a plan view and profile view. A. a. The geometric schematic plan view must shall contain the following design elements: 1. Bentley OpenRoads : • 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 2intersections. • Horizontal curve data shown in tabular format 3. format • Pavement edges, curb lines, sidewalks for all proposed roadway improvements 4. improvements • Typical sections of existing and proposed roadways 5. roadways • Proposed structure locations, bridge structures, layouts including bridge deck, abutment, bent, bent and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. locations • Existing utilities and proposed utilities 9. major utilities • Existing property lines and respective property ownership information 10. information • Existing ROW and easements 11. Proposed easements • ROW and easements requirements adequate for preparation of ROW maps 12. maps • Waters of the US (WOTUS) 13. WOUS) • Control-of-access limits 14. limits • Existing and projected traffic volumes 15. Location and text of the existing and proposed guide signs and the preliminary locations for changeable message signs 16. volumes • Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadwaysexisting and proposed roadways • Existing utilities B. b. The geometric schematic profile view must shall contain the following design elements: 1. : • Calculated profile grade and vertical curve data including “"K” " values for all curves and sight distance values for crest vertical curves on the mainlanes 2. mainlanes • Existing ground line profiles along the mainlanes 3. mainlanes • Grade separations and overpasses including preliminary abutment and bent locations, girder type, and span lengths 4. • Calculated vertical clearances at grade separations and overpasses 5. Anticipated c. Preliminary cross-drainage structures sections every 50 feet and at culvert locations in conjunction with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical sectionSchematic shall be developed by the ENGINEER to determine earthwork volumes for use in the cost estimate. 7d. Preliminary Construction Sequence Layout in conjunction with the Geometric Schematic depicting the phasing and traffic detours anticipated to construct the proposed design. e. Preliminary cost estimate for the project shall be developed by the ENGINEER, which includes the costs of construction, required ROW and associated improvements, and eligible utility adjustments. Approximate locations of existing and proposed major utility crossings 8. The calculated profile grade for frontage roads, connectors, ramps and cross streets Current City and/or State unit bid prices will be shown on separate Supplemental Profile rollsused in preparation of the estimate. Task Deliverable • Electronic submittal of Draft and Final Geometric Schematic Layouts • Electronic submittal of Draft and Final Preliminary Cross-Sections • Electronic submittal of Draft and Final Preliminary Construction Sequence • Electronic submittal of Draft and Final Preliminary Cost Estimates

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and anticipated ROW and easement impacts easements requirements depicted on the conceptual schematics are is approved. The Engineer shall use Bentley State may require this task be performed using OpenRoads tools in performing this taskTechnology. The geometric design schematics must include both a plan view and profile view. A. DocuSign Envelope ID: 81680129-218F-4A62-86EE-68C3C135A630 The geometric schematic plan view must shall contain the following design elements: 1. Bentley OpenRoads : • 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 2. • Horizontal curve data shown in tabular format 3. format • Pavement edges, curb lines, sidewalks for all roadway improvements 4. improvements • Typical sections of existing and proposed roadways 5. roadways • Proposed structure locations, bridge structures, layouts including bridge deck, abutment, bent, bent and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. locations • Existing utilities and proposed utilities 9. major utilities • Existing property lines and respective property ownership information 10. information • Existing ROW and easements 11. Proposed easements • ROW and easements requirements adequate for preparation of ROW maps 12. maps • Waters of the US (WOTUS) 13. WOUS) • Control-of-access limits 14. limits • Existing and projected traffic volumes 15. volumes • Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs 16. signs • Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. roadways • Existing utilities The geometric schematic profile view must shall contain the following design elements: 1. : • Calculated profile grade and vertical curve data including “"K” " values for all curves and sight distance values for crest vertical curves on the mainlanes 2. mainlanes • Existing ground line profiles along the mainlanes 3. mainlanes • Grade separations and overpasses including preliminary abutment and bent locations, girder type, and span lengths 4. • Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 7. Approximate locations of existing and proposed major utility crossings 8. overpasses The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls. DocuSign Envelope ID: 81680129-218F-4A62-86EE-68C3C135A630 The Engineer shall use Geopak 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.

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and anticipated ROW and easement impacts easements requirements depicted on the conceptual schematics are is approved. The Engineer shall use Bentley State may require this task be performed using OpenRoads tools in performing this taskTechnology. The geometric design schematics must include both a plan view and profile view. A. The geometric schematic plan view must shall contain the following design elements: 1. Bentley OpenRoads :  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 2.  Horizontal curve data shown in tabular format 3. format  Pavement edges, curb lines, sidewalks for all roadway improvements 4. improvements  Typical sections of existing and proposed roadways 5. roadways  Proposed structure locations, bridge structures, layouts including bridge deck, abutment, bent, bent and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. locations  Existing utilities and proposed utilities 9. major utilities  Existing property lines and respective property ownership information 10. information  Existing ROW and easements 11. Proposed easement  ROW and easements requirements adequate for preparation of ROW maps 12. maps  Waters of the US (WOTUS) 13. WOUS)  Control-of-access limits 14. limits  Existing and projected traffic volumes 15. volumes  Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs 16. signs  Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. roadways  Existing utilities The geometric schematic profile view must shall contain the following design elements: 1. :  Calculated profile grade and vertical curve data including “"K” " values for all curves and sight distance values for crest vertical curves on the mainlanes 2. mainlanes  Existing ground line profiles along the mainlanes 3. mainlanes  Grade separations and overpasses including preliminary abutment and bent locations, girder type, and DocuSign Envelope ID: 32531276-D54D-42BA-B8CD-1FFE51D0946F span lengths 4.  Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 7. Approximate locations of existing and proposed major utility crossings 8. overpasses The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls. The Engineer shall use Geopak 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.

Geometric Design Schematics. The Engineer shall develop geometric design schematics based on the conceptual schematics after the basic layout, lane arrangement, and anticipated ROW and easement impacts easements requirements depicted on the conceptual schematics are is approved. The Engineer shall use Bentley State may require this task to be performed using OpenRoads tools in performing this taskTechnology. The geometric design schematics must include both a plan view and profile view. A. The geometric schematic plan view must shall contain the following design elements: 1. Bentley OpenRoads : • Geopak calculated roadway alignments for mainlanesmain lanes, general purpose lanes, ramps, direct connectors, bridges, HOV High Occupancy Vehicle (HOV) lanes, managed lanes, express lanes, collector distributor roads, frontage roads and cross streets at major intersections and grade separations 2. separations.‌ • Horizontal curve data shown in tabular format 3. format • Pavement edges, curb lines, sidewalks for all roadway improvements 4. improvements • Typical sections of existing and proposed roadways 5. roadways‌ • Proposed structure locations, bridge structures, layouts including bridge deck, abutment, bent, bent and rail locations 6. Proposed retaining walls and sound walls 7. Proposed cross-drainage structures with outfall flow arrows and significant drainage features or waterways identified 8. locations • Existing utilities and proposed utilities 9. major utilities‌ • Existing property lines and respective property ownership information 10. information • Existing ROW and easements 11. Proposed easements • ROW and easements requirements adequate for preparation of ROW maps 12. maps‌ • Waters of the US (WOTUS) 13. WOUS) • Control-of-access limits 14. limits‌ • Existing and projected traffic volumes 15. volumes • Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs 16. signs • Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways B. roadways • Existing utilities The geometric schematic profile view must shall contain the following design elements: 1. elements:‌ • Calculated profile grade and vertical curve data including “"K” " values for all curves and sight distance values for crest vertical curves on the mainlanes 2. main lanes • Existing ground line profiles along the mainlanes 3. main lanes‌ • Grade separations and overpasses including preliminary abutment and bent locations, girder type, and span lengths 4. • Calculated vertical clearances at grade separations and overpasses 5. Anticipated cross-drainage structures with approximate inlet and outfall elevations 6. Proposed ditch grading (special grading), if it does not follow the typical section. 7. Approximate locations of existing and proposed major utility crossings 8. overpasses‌ The calculated profile grade for frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls.