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 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 improvements  Proposed 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.

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 easements requirements depicted on the conceptual schematics are is approved. The State may require this task to be performed using OpenRoads Technology. The geometric schematic plan view must shall 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 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.  separations.‌ • Horizontal curve data shown in tabular format  Lane • Pavement edges, curb lines, shoulder linessidewalks for all roadway improvements • Typical sections of existing and proposed roadways‌ • Proposed structure locations, bridge layouts including abutment, bent and direction rail locations • Existing and proposed major utilities‌ • Existing property lines and respective property ownership information • Existing ROW and easements • ROW and easements requirements adequate for preparation of ROW maps‌ • Waters of the US (WOUS) • Control-of-access limits‌ • Existing and projected traffic flow arrows indicating the number of lanes on all roadways  volumes • Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs  Pavement edges, curb • Lane lines, sidewalks for shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadway improvements  Proposed 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 • Existing utilities The geometric schematic profile view must shall contain the following design elements:  elements:‌ • Calculated profile grade and vertical curve data including "K" values for the mainlanes DocuSign Envelope ID: 3834C76D-F898-4EF5-A280-35D1D4DA0CBD  main lanes • Existing ground line profiles along the main lanes‌ • Grade separations and overpasses including preliminary bent locations, girder type, and span lengths. • Calculated vertical clearances at grade separations and overpasses  Existing ground line profiles along the mainlanes  Grade separations and overpasses overpasses‌ The calculated profile grade for connectors frontage roads, connectors, ramps 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.

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 easements requirements depicted on the conceptual schematics are is approved. The State may require this task be performed using OpenRoads Technology. The geometric schematic plan view must shall 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 Pavement edges, curb lines, shoulder linessidewalks for all roadway improvements  Typical sections of existing and proposed roadways  Proposed structure locations, bridge layouts including abutment, bent and direction rail locations  Existing and proposed major utilities  Existing property lines and respective property ownership information  Existing ROW and easement  ROW and easements requirements adequate for preparation of ROW maps  Waters of the US (WOUS)  Control-of-access limits  Existing and projected traffic flow arrows indicating the number of lanes on all roadways volumes  Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs  Pavement edges, curb Lane lines, sidewalks for shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadway improvements roadways  Proposed 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 Existing utilities The geometric schematic profile view must shall 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 including preliminary bent locations, girder type, and DocuSign Envelope ID: 32531276-D54D-42BA-B8CD-1FFE51D0946F span lengths.  Calculated vertical clearances at grade separations and overpasses The calculated profile grade for connectors frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls. Cross‐Sections. Cross-Sections The Engineer shall use Open Roads Geopak to generate preliminary cross‐sections 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‐sectionscross- sections.

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 easements requirements depicted on the conceptual schematics are is approved. The State may require this task be performed using OpenRoads Technology. The geometric schematic plan view must shall 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 • Pavement edges, curb lines, shoulder linessidewalks for all roadway improvements • Typical sections of existing and proposed roadways • Proposed structure locations, bridge layouts including abutment, bent and direction rail locations • Existing and proposed major utilities • Existing property lines and respective property ownership information • Existing ROW and easement • ROW and easements requirements adequate for preparation of ROW maps • Waters of the US (WOUS) • Control-of-access limits • Existing and projected traffic flow arrows indicating the number of lanes on all roadways  volumes • Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs  Pavement edges, curb • Lane lines, sidewalks for shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadway improvements  Proposed 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 • Existing utilities The geometric schematic profile view must shall contain the following design elements:  • Calculated profile grade and vertical curve data including "K" values for the mainlanes • Existing ground line profiles along the mainlanes • Grade separations and overpasses including preliminary bent locations, girder type, and DocuSign Envelope ID: 3834C76DE7DAA847-F898BF7C-44E6-4EF5-A280-35D1D4DA0CBD  B32B-712DD5062C72 span lengths. • 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 frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls. Cross‐Sections. Cross-Sections The Engineer shall use Open Roads Geopak to generate preliminary cross‐sections 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‐sectionscross- sections.

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 easements requirements depicted on the conceptual schematics are is approved. The State may require this task be performed using OpenRoads Technology. 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 DocuSign Envelope ID: 9EFC6FE2-229E-4628-90C6-20E86398200F • Pavement edges, curb lines, shoulder linessidewalks for all roadway improvements • Typical sections of existing and proposed roadways • Proposed structure locations, bridge layouts including abutment, bent and direction rail locations • Existing and proposed major utilities • Existing property lines and respective property ownership information • Existing ROW and easements • ROW and easements requirements adequate for preparation of ROW maps • Waters of the US (WOUS) • Control-of-access limits • Existing and projected traffic flow arrows indicating the number of lanes on all roadways  volumes • Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs  Pavement edges, curb • Lane lines, sidewalks for shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadway improvements  Proposed 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 • Existing utilities 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  • Existing ground line profiles along the mainlanes • Grade separations and overpasses including preliminary bent locations, girder type, and span lengths. • 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 frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls. Cross‐Sections. Cross-Sections The Engineer shall use Open Roads Geopak to generate preliminary cross‐sections 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‐sectionscross- sections. DocuSign Envelope ID: 9EFC6FE2-229E-4628-90C6-20E86398200F Retaining Walls Prepare preliminary retaining concepts to be shown on schematics, typical sections, and cross sections. • Determine if any additional walls are required and verify the need for and length of the retaining wall as shown on the ultimate schematic. • Compute and tabulate retaining wall quantities for preliminary design milestone plans submittal.

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 easements requirements depicted on the conceptual schematics are approved. The State may require this task be performed using OpenRoads Technology. 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  Pavement edges, curb lines, sidewalks for all roadway improvements  Typical sections of existing and proposed roadways  Proposed structure locations, bridge layouts including abutments and xxxxx.  Existing and proposed major utilities  Existing property lines and respective property ownership information  ROW and easements requirements adequate for preparation of ROW maps  Existing and projected traffic volumes  Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways  Location Cross drainage, storm sewer, 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 improvements  Proposed 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 inlets 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 and side streets  Existing ground line profiles along the mainlanes and side streets  Grade separations and overpasses  Calculated vertical clearances at grade separations and overpasses  Existing ground line profiles along the mainlanes Storm sewer  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.Cross drainage structures

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 easements requirements depicted on the conceptual schematics are is approved. The State may require this task be performed using OpenRoads Technology. The geometric schematic plan view must shall 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 • Pavement edges, curb lines, shoulder linessidewalks for all roadway improvements • Typical sections of existing and proposed roadways • Proposed structure locations, bridge layouts including abutment, bent and direction rail locations • Existing and proposed major utilities • Existing property lines and respective property ownership information • ROW and easements requirements adequate for preparation of ROW maps • Control-of-access limits • Existing and projected traffic flow arrows indicating the number of lanes on all roadways  volumes • Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs  Pavement edges, curb • Lane lines, sidewalks for shoulder lines, and direction of traffic flow arrows indicating the number of lanes DocuSign Envelope ID: 5A2DC6EC-64DB-4A02-A984-B96FAAFF8279 PeopleSoft Contract No. 7490 Legacy Contract No. 12-7IDP5009 on all roadway improvements  Proposed 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 shall 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  • Existing ground line profiles along the mainlanes • Grade separations and overpasses • 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 frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls. Cross‐Sections. Cross-Sections The Engineer shall use Open Roads Geopak to generate preliminary cross‐sections 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‐sectionscross- sections.

Geometric Design Schematics. The Engineer shall develop (40% Submittal) Develop the geometric design schematics schematic based on the Preferred Alternative conceptual schematics schematic after the basic layout, lane arrangementmedian and turn bays, and ROW and easement easements requirements depicted on the conceptual schematics are approved. The geometric schematic shall contain the plan and profile views and be in accordance with the TxDOT Project Development Process Manual and Bryan District guidelines. The geometric schematic plan view must shall contain the following design elements:  Control‐of‐access limits Vicinity Map  Existing Title block with proposed design speed and projected traffic volumes functional classification  Geopak calculated roadway alignments for lanes bridges, and cross streets at major intersections.  Horizontal curve data shown in tabular format  Pavement edges, curb lines, sidewalks for all roadway improvements  Typical sections of existing and proposed roadways  Proposed structure locations, bridge layouts including abutment, bent and rail locations  Existing and proposed major utilities  Bicycle accommodation  Existing property lines and respective property ownership information  Geopak calculated roadway alignments ROW and easements requirements adequate for mainlanes, general purpose lanes, ramps, direct connectors, bridges, HOV lanes, managed lanes, express lanes, collector distributor roads, frontage roads preparation of ROW maps  Existing and cross streets at major intersections and grade separations.  Horizontal curve data shown in tabular format projected traffic volumes  Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways  Location Culvert and text of water crossings with proposed low chord elevation  100 Year Water Surface Elevation (WSE) using the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs  Pavement edges2D drainage model developed by LAN, curb lines, sidewalks for all roadway improvements  Proposed 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 Inc. The geometric schematic profile view must shall 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.

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 easements requirements depicted on the conceptual schematics are approved. This task will be performed using OpenRoads Technology. The geometric schematic plan view must contain the following design elements:  Control‐of‐access limits  Existing • GEOPAK calculated roadway alignments for mainlanes, bridges, and projected traffic volumes  cross streets at major intersections. • Horizontal curve data shown in tabular format • Pavement edges, curb lines, and shoulder lines for all roadway improvements • Typical sections of existing and proposed roadways • Proposed structure locations including beginning and ending stations, bridge layouts including abutments and xxxxx. DocuSign Envelope ID: D0894D65-6FF6-4E21-BE5E-BEEA53479086 WAs Used Legacy Xxxxxxxx Xx. 00-0XXX0000 XX Xxxxxxxx Xx. 0000 • Drainage channels with direction of flow arrows • Superelevation direction, rates, axis of rotation, and beginning and ending transition stations • Existing and proposed major utilities  • Existing property lines and respective property ownership information  Geopak calculated roadway alignments • ROW and easements requirements with stations and offset adequate for mainlanes, general purpose lanes, ramps, direct connectors, bridges, HOV lanes, managed lanes, express lanes, collector distributor roads, frontage roads preparation of ROW maps • Existing and cross streets at major intersections and grade separations.  Horizontal curve data shown in tabular format  projected traffic volumes • Lane lines, shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadways  Location • High Mast and text of the existing Safety Lighting locations • Cross drainage, storm sewer, and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs  Pavement edges, curb lines, sidewalks for all roadway improvements  Proposed 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 inlets 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  side streets • Existing ground line profiles along the mainlanes  Grade separations and overpasses The calculated profile grade for connectors side streets • Storm sewer • Existing and proposed 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 drainage structures and at culvert locations in conjunction storm sewer trunk lines with the Geometric Schematic. The Engineer shall determine earthwork volumes for use in the cost estimate, sizes and shall prepare 11”x17” or roll plots of the cross‐sectionsflow direction noted.

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 easements requirements depicted on the conceptual schematics are is approved. The State may require this task be performed using OpenRoads Technology. DocuSign Envelope ID: 81680129-218F-4A62-86EE-68C3C135A630 The geometric schematic plan view must shall 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 • Pavement edges, curb lines, shoulder linessidewalks for all roadway improvements • Typical sections of existing and proposed roadways • Proposed structure locations, bridge layouts including abutment, bent and direction rail locations • Existing and proposed major utilities • Existing property lines and respective property ownership information • Existing ROW and easements • ROW and easements requirements adequate for preparation of ROW maps • Waters of the US (WOUS) • Control-of-access limits • Existing and projected traffic flow arrows indicating the number of lanes on all roadways  volumes • Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs  Pavement edges, curb • Lane lines, sidewalks for shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadway improvements  Proposed 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 • Existing utilities The geometric schematic profile view must shall 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  • Existing ground line profiles along the mainlanes • Grade separations and overpasses including preliminary bent locations, girder type, and span lengths. • 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 frontage roads, connectors, ramps and cross streets will be shown on separate Supplemental Profile rolls. Cross‐Sections. Cross-Sections DocuSign Envelope ID: 81680129-218F-4A62-86EE-68C3C135A630 The Engineer shall use Open Roads Geopak to generate preliminary cross‐sections 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‐sectionscross- sections.

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 easements requirements depicted on the conceptual schematics are approved. The State may require this task be performed using OpenRoads Technology. The geometric schematic plan view must shall 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 • Pavement edges, curb lines, shoulder linessidewalks for all roadway improvements • Typical sections of existing and proposed roadways • Proposed structure locations, bridge layouts including abutment, bent and direction rail locations • Existing and proposed major utilities • Existing property lines and respective property ownership information • ROW and easements requirements adequate for preparation of ROW maps • Control-of-access limits • Existing and projected traffic flow arrows indicating the number of lanes on all roadways  volumes • Location and text of the existing and proposed general purpose lanes guide signs and the preliminary locations for changeable message signs  Pavement edges, curb • Lane lines, sidewalks for shoulder lines, and direction of traffic flow arrows indicating the number of lanes on all roadway improvements  Proposed 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 shall 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  and side streets • Existing ground line profiles along the mainlanes and side streets • Grade separations and overpasses • 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.DocuSign Envelope ID: D78C9312-D95C-4FD3-B00A-7CFCC10A2DB4