Common use of Reference Documents Clause in Contracts

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT On-Line Environmental Compliance Toolkit guidance b. The TxDOT On-Line Environmental Manual All surveys must meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall be accomplished in an organized and professional manner, subject to the approval of the State. The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, as the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall use the datum adjustment currently in use by the State unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E6-47C6-48AD-BA70-902BFE5F00DC Project or surface coordinates must be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF for a project to: a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must meet or exceed the current TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph.

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT TxDOT’s On-Line Environmental Compliance Toolkit guidance b. The TxDOT On. DocuSign Envelope ID: 81680129-Line Environmental Manual 218F-4A62-86EE-68C3C135A630 All surveys must meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall be accomplished in an organized and professional manner, subject to the approval of the State. The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, as the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor Surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall use the datum adjustment currently in use by the State unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E6-47C6-48AD-BA70-902BFE5F00DC Project or surface coordinates must be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF for a project to: a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must meet or exceed the current TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph. All conventional horizontal and vertical control surveys must meet or exceed the TxDOT Survey Manual, latest edition, and the Texas Society of Professional Surveyors (TSPS) Manual of Practice for Land Surveying in the State of Texas, latest edition, to the order of accuracy specified, and in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph. In order to ensure accuracy and accountability of the services provided under this Contract, the State may require the Engineer’s Surveyor to certify work performed under this Contract as true and correct according to FGCS standards, the TxDOT Survey Manual, latest edition, or the TSPS Manual of Practice for Land Surveying in the State of Texas, as may be applicable. DocuSign Envelope ID: 81680129-218F-4A62-86EE-68C3C135A630 The Engineer’s Surveyor shall provide temporary signing and traffic control in and around survey operations; the signing and traffic control shall comply with provisions of the Texas Manual of Uniform Traffic Control Devices. All signs, flags and safety equipment shall be provided by the Engineer’s Surveyor. The Engineer’s Surveyor shall notify the Public Information Office of the District where the work is to be performed at least five working days in advance of any lane closures. The Engineer’s Surveyor shall provide all personnel, equipment, and materials necessary for the performance of the activities required by this agreement or by any work authorization. The Engineer’s Surveyor shall provide Survey Data (original and processed) to the State on a compact disk or other approved medium. The Survey Data must be fully compatible with the State’s computer system and with programs in use by the State at the time of the submission, without further modification or conversion. The current program formats used by the State are: Microsoft Office Word 2010 for word processing, MicroStation V8i and GEOPAK Survey for graphics applications and ArcGIS for its Geo-Database platform. Data collection programs must be compatible with the current import formats allowed by GEOPAK Survey and be attributed with current Feature Codes. These programs may be replaced at the discretion of the State. Variations from these software applications or other requirements listed above shall only be allowed if requested in writing by the Engineer’s Surveyor and approved by the State. The Engineer’s Surveyor shall perform Quality Control/Quality Assurance on all procedures, field surveys, data, and products prior to delivery to the State. The State may also require the Engineer’s Surveyor to review the survey work performed by other surveyors. If, at any time, during the course of reviewing a submittal of any item it becomes apparent to the State that the submittal contains errors, omissions, and inconsistencies, the State may cease its review and return the submittal to the Engineer’s Surveyor immediately for appropriate action by the Engineer’s Surveyor. A submittal returned to the Engineer’s Surveyor for this reason is not a submittal for purposes of the submission schedule. The Standards for services that are not boundary-related but that relate to surveying for engineering projects may be determined by the construction specifications, design specifications, or as specified by the State.

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT On-Line Environmental Compliance Toolkit guidance b. The TxDOT On-Line Environmental Manual All surveys must shall meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall be accomplished in an organized and professional manner, subject to the approval of the State. The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, will serve as a guide and shall be the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, shall be used as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall use the datum adjustment currently in use by the State shall be utilized unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E6-47C6-48AD-BA70-902BFE5F00DC Project or surface coordinates must shall be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF value utilized for a project may be directed by the State to: a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must shall be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must shall meet or exceed the current TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract contract or in a work authorization, the work must shall meet or exceed the order of accuracy specified in the publications listed in this paragraph. All conventional horizontal and vertical control surveys shall meet or exceed the current TxDOT Survey Manual, latest edition, and the Texas Society of Professional Surveyors (TSPS) Manual of Practice for Land Surveying in the State of Texas, latest edition, to the order of accuracy specified, and in the categories listed below or in a work authorization. If the order of accuracy is not specified in this contract or in a work authorization, the work shall meet or exceed the order of accuracy specified in the publications listed in this paragraph. DocuSign Envelope ID: B8DCCCD3-A0B3-4BAD-BC2D-75E46611CBD6 In order to ensure accuracy and accountability of the services provided under this contract, the Engineer’s Surveyor may be required to certify work performed under this contract as true and correct according to FGCS standards, the TxDOT Survey Manual, latest edition, or the TSPS Manual of Practice for Land Surveying in the State of Texas, as may be applicable. The Engineer’s Surveyor shall provide temporary signing and traffic control in and around survey operations; signing and traffic control shall comply with provisions of the Texas Manual of Uniform Traffic Control Devices. All signs, flags and safety equipment shall be provided by the Engineer’s Surveyor. As specified, the Public Information Office in the District Headquarters shall be notified 5 working days in advance of any lane closures. The Engineer’s Surveyor shall provide all personnel, equipment, and materials necessary for the performance of the activities required by this agreement or by any work authorization. Survey Data (original and processed) shall be provided to the State on a compact disk or other approved medium and shall be fully compatible with the State’s computer system and with programs in use by the State at the time of the submission, without further modification or conversion. The current program formats used by the State are: Microsoft® Office Word 2010 for word processing, MicroStation® V8i and GEOPAK Survey for graphics applications and ArcGIS for its Geo-Database platform. Data collection programs must be compatible with the current import formats allowed by GEOPAK Survey and be attributed with current Feature Codes. These programs may be replaced at the discretion of the State. Variations from these software applications or other requirements listed above shall only be allowed if requested in writing by the Engineer’s Surveyor and approved by the State. The Engineer’s Surveyor shall perform Quality Control/Quality Assurance on all procedures, field surveys, data, and products prior to delivery to the State. The State may also require the Engineer’s Surveyor to review the survey work performed by other Engineer’s Surveyors. If, at any time, during the course of reviewing a submittal of any item it becomes apparent to the State that the submittal contains errors, omissions, and inconsistencies, the State may cease its review and return the submittal to the Engineer’s Surveyor immediately for appropriate action by the Engineer’s Surveyor. A submittal returned to the Engineer’s Surveyor for this reason is not a submittal for purposes of the submission schedule. The Standards for services that are not boundary-related but that relate to surveying for engineering projects may be determined by the construction specifications, design specifications, or as specified by the State. Design Surveys and Construction Surveys include performance of surveys associated with the gathering of survey data for topography, cross-sections, and other related work in order to design a project, or during layout and staking of projects for construction.

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT TxDOT’s On-Line Environmental Compliance Toolkit guidance b. The TxDOT On-Line Environmental Manual . All surveys must meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall must be accomplished in an organized and professional manner, subject to the approval of the State. The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, as the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor Surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall must use the datum adjustment currently in use by the State unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E6-47C6-48AD-BA70-902BFE5F00DC Project or surface coordinates must be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF for a project to: : a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must meet or exceed the current TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph.

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT TxDOT’s On-Line Environmental Compliance Toolkit guidance b. The TxDOT On-Line Environmental Manual . All surveys must meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall be accomplished in an organized and professional manner, subject to the approval of the State. DocuSign Envelope ID: 9EFC6FE2-229E-4628-90C6-20E86398200F The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, as the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor Surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall use the datum adjustment currently in use by the State unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E6-47C6-48AD-BA70-902BFE5F00DC Project or surface coordinates must be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF for a project to: a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must meet or exceed the current TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph.

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT TxDOT’s On-Line Environmental Compliance Toolkit guidance b. The TxDOT Onguidance DocuSign Envelope ID: 32531276-Line Environmental Manual D54D-42BA-B8CD-1FFE51D0946F All surveys must meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall be accomplished in an organized and professional manner, subject to the approval of the State. The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, as the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor Surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall use the datum adjustment currently in use by the State unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E6-47C6-48AD-BA70-902BFE5F00DC Project or surface coordinates must be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF for a project to: a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must meet or exceed the current TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph.

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT TxDOT’s On-Line Environmental Compliance Toolkit guidance b. The TxDOT Onguidance DocuSign Envelope ID: E7DAA847-Line Environmental Manual BF7C-44E6-B32B-712DD5062C72 All surveys must meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall be accomplished in an organized and professional manner, subject to the approval of the State. The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, as the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor Surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ 1983 (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇State Plane Coordinates), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall use the datum adjustment currently in use by the State unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E6-47C6-48AD-BA70-902BFE5F00DC Project or surface coordinates must be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF for a project to: a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must meet or exceed the current TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph.

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT TxDOT’s On-Line Environmental Compliance Toolkit guidance b. The TxDOT On-Line Environmental Manual guidance All surveys must meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall be accomplished in an organized and professional manner, subject to the approval of the State. The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, as the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor Surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall use the datum adjustment currently in use by the State unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E6-47C6-48AD-BA70-902BFE5F00DC Project or surface coordinates must be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF for a project to: a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must meet or exceed the current TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph. DocuSign Envelope ID: C4CEDECA-D2D9-45A1-BD15-E7F369C6A871 All conventional horizontal and vertical control surveys must meet or exceed the TxDOT Survey Manual, latest edition, and the Texas Society of Professional Surveyors (TSPS) Manual of Practice for Land Surveying in the State of Texas, latest edition, to the order of accuracy specified, and in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph. In order to ensure accuracy and accountability of the services provided under this Contract, the State may require the Engineer’s Surveyor to certify work performed under this Contract as true and correct according to FGCS standards, the TxDOT Survey Manual, latest edition, or the TSPS Manual of Practice for Land Surveying in the State of Texas, as may be applicable. The Engineer’s Surveyor shall provide temporary signing and traffic control in and around survey operations; the signing and traffic control shall comply with provisions of the Texas Manual of Uniform Traffic Control Devices. All signs, flags and safety equipment shall be provided by the Surveyor. The Engineer’s Surveyor shall notify the Public Information Office of the District where the work is to be performed at least five working days in advance of any lane closures. The Engineer’s Surveyor shall provide all personnel, equipment, and materials necessary for the performance of the activities required by this agreement or by any work authorization. The Engineer’s Surveyor shall provide Survey Data (original and processed) to the State on a compact disk or other approved medium. The Survey Data must be fully compatible with the State’s computer system and with programs in use by the State at the time of the submission, without further modification or conversion. The current program formats used by the State are: Microsoft Office Word 2010 for word processing, MicroStation V8i and GEOPAK Survey for graphics applications and ArcGIS for its Geo-Database platform. Data collection programs must be compatible with the current import formats allowed by GEOPAK Survey and be attributed with current Feature Codes. These programs may be replaced at the discretion of the State. Variations from these software applications or other requirements listed above shall only be allowed if requested in writing by the Engineer’s Surveyor and approved by the State. The Engineer’s Surveyor shall perform Quality Control/Quality Assurance on all procedures, field surveys, data, and products prior to delivery to the State. The State may also require the Engineer’s Surveyor to review the survey work performed by other surveyors. If, at any time, during the course of reviewing a submittal of any item it becomes apparent to the State that the submittal contains errors, omissions, and inconsistencies, the State may cease its review and return the submittal to the Engineer’s Surveyor immediately for appropriate action by the Engineer’s Surveyor. A submittal returned to the Engineer’s Surveyor for this reason is not a submittal for purposes of the submission schedule. The Standards for services that are not boundary-related but that relate to surveying for engineering projects may be determined by the construction specifications, design specifications, or as specified by the State.

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT TxDOT’s On-Line Environmental Compliance Toolkit guidance b. The TxDOT On-Line Environmental Manual guidance All surveys must meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall be accomplished in an organized and professional manner, subject to the approval of the State. The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, as the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor Surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall use the datum adjustment currently in use by the State unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E6-47C6-48AD-BA70-902BFE5F00DC Project or surface coordinates must be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF for a project to: a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must meet or exceed the current TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph. DocuSign Envelope ID: F4473BF7-308E-4940-87F9-828A77C78A28 All conventional horizontal and vertical control surveys must meet or exceed the TxDOT Survey Manual, latest edition, and the Texas Society of Professional Surveyors (TSPS) Manual of Practice for Land Surveying in the State of Texas, latest edition, to the order of accuracy specified, and in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph. In order to ensure accuracy and accountability of the services provided under this Contract, the State may require the Engineer’s Surveyor to certify work performed under this Contract as true and correct according to FGCS standards, the TxDOT Survey Manual, latest edition, or the TSPS Manual of Practice for Land Surveying in the State of Texas, as may be applicable. The Engineer’s Surveyor shall provide temporary signing and traffic control in and around survey operations; the signing and traffic control shall comply with provisions of the Texas Manual of Uniform Traffic Control Devices. All signs, flags and safety equipment shall be provided by the Surveyor. The Engineer’s Surveyor shall notify the Public Information Office of the District where the work is to be performed at least five working days in advance of any lane closures. The Engineer’s Surveyor shall provide all personnel, equipment, and materials necessary for the performance of the activities required by this agreement or by any work authorization. The Engineer’s Surveyor shall provide Survey Data (original and processed) to the State on a compact disk or other approved medium. The Survey Data must be fully compatible with the State’s computer system and with programs in use by the State at the time of the submission, without further modification or conversion. The current program formats used by the State are: Microsoft Office Word 2010 for word processing, MicroStation V8i and GEOPAK Survey for graphics applications and ArcGIS for its Geo-Database platform. Data collection programs must be compatible with the current import formats allowed by GEOPAK Survey and be attributed with current Feature Codes. These programs may be replaced at the discretion of the State. Variations from these software applications or other requirements listed above shall only be allowed if requested in writing by the Engineer’s Surveyor and approved by the State. The Engineer’s Surveyor shall perform Quality Control/Quality Assurance on all procedures, field surveys, data, and products prior to delivery to the State. The State may also require the Engineer’s Surveyor to review the survey work performed by other surveyors. If, at any time, during the course of reviewing a submittal of any item it becomes apparent to the State that the submittal contains errors, omissions, and inconsistencies, the State may cease its review and return the submittal to the Engineer’s Surveyor immediately for appropriate action by the Engineer’s Surveyor. A submittal returned to the Engineer’s Surveyor for this reason is not a submittal for purposes of the submission schedule. The Standards for services that are not boundary-related but that relate to surveying for engineering projects may be determined by the construction specifications, design specifications, or as specified by the State.

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT On-Line Environmental Compliance Toolkit guidanceSOUs for CEs b. SOUs for Programmatic Categorical Exclusion (PCEs) c. SOUs for Written re-evaluations d. The TxDOT On-Line Environmental Manual All surveys must shall meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall be accomplished in an organized and professional manner, subject to the approval of the State. DocuSign Envelope ID: B951F3F6-E6BB-4D9E-AFCF-6ACF0EF5B3D9 The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, will serve as a guide and shall be the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, will be used as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall use the datum adjustment currently in use by the State shall be utilized unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E6-47C6-48AD-BA70-902BFE5F00DC Project or surface coordinates must will be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF value utilized for a project may be directed by the State to: a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must will be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must shall meet or exceed the current Federal Geodetic Control Subcommittee’s (FGCS) Geometric Geodetic Accuracy Standards and Specifications for Using GPS Relative Positioning Techniques and the TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract contract or in a work authorization, the work must shall meet or exceed the order of accuracy specified in the publications listed in this paragraph.

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT TxDOT’s On-Line Environmental Compliance Toolkit guidance b. The TxDOT On-Line Environmental Manual guidance All surveys must meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall be accomplished in an organized and professional manner, subject to the approval of the State. The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, as the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor Surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall use the datum adjustment currently in use by the State unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E6-47C6-48AD-BA70-902BFE5F00DC Project or surface coordinates must be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF for a project to: a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must meet or exceed the current TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph. DocuSign Envelope ID: EE5D87D9-3666-4B03-B13F-724FBCE94AAD All conventional horizontal and vertical control surveys must meet or exceed the TxDOT Survey Manual, latest edition, and the Texas Society of Professional Surveyors (TSPS) Manual of Practice for Land Surveying in the State of Texas, latest edition, to the order of accuracy specified, and in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph. In order to ensure accuracy and accountability of the services provided under this Contract, the State may require the Engineer’s Surveyor to certify work performed under this Contract as true and correct according to FGCS standards, the TxDOT Survey Manual, latest edition, or the TSPS Manual of Practice for Land Surveying in the State of Texas, as may be applicable. The Engineer’s Surveyor shall provide temporary signing and traffic control in and around survey operations; the signing and traffic control shall comply with provisions of the Texas Manual of Uniform Traffic Control Devices. All signs, flags and safety equipment shall be provided by the Surveyor. The Engineer’s Surveyor shall notify the Public Information Office of the District where the work is to be performed at least five working days in advance of any lane closures. The Engineer’s Surveyor shall provide all personnel, equipment, and materials necessary for the performance of the activities required by this agreement or by any work authorization. The Engineer’s Surveyor shall provide Survey Data (original and processed) to the State on a compact disk or other approved medium. The Survey Data must be fully compatible with the State’s computer system and with programs in use by the State at the time of the submission, without further modification or conversion. The current program formats used by the State are: Microsoft Office Word 2010 for word processing, MicroStation V8i and GEOPAK Survey for graphics applications and ArcGIS for its Geo-Database platform. Data collection programs must be compatible with the current import formats allowed by GEOPAK Survey and be attributed with current Feature Codes. These programs may be replaced at the discretion of the State. Variations from these software applications or other requirements listed above shall only be allowed if requested in writing by the Engineer’s Surveyor and approved by the State. The Engineer’s Surveyor shall perform Quality Control/Quality Assurance on all procedures, field surveys, data, and products prior to delivery to the State. The State may also require the Engineer’s Surveyor to review the survey work performed by other surveyors. If, at any time, during the course of reviewing a submittal of any item it becomes apparent to the State that the submittal contains errors, omissions, and inconsistencies, the State may cease its review and return the submittal to the Engineer’s Surveyor immediately for appropriate action by the Engineer’s Surveyor. A submittal returned to the Engineer’s Surveyor for this reason is not a submittal for purposes of the submission schedule. The Standards for services that are not boundary-related but that relate to surveying for engineering projects may be determined by the construction specifications, design specifications, or as specified by the State.

Reference Documents. The Engineer shall adhere to the content of the following reference documents in the development of the assigned documentation: a. TxDOT On-Line Environmental Compliance Toolkit guidance b. The TxDOT On-Line Environmental Manual All surveys must meet or exceed the standards set in the Professional Land Surveying Practices Act, the General Rules of Procedures and Practices promulgated by the Texas Board of Professional Land Surveying (TBPLS), and the Texas Department of Transportation (TxDOT) TxDOT Survey Manual, latest edition, and shall be accomplished in an organized and professional manner, subject to the approval of the State. The Engineer’s Surveyor shall use the State’s ROW Vol. 1 - Procedures Preliminary to Release, (online at: ▇▇▇▇://▇▇▇▇▇▇▇▇▇▇▇▇▇.▇▇▇▇▇.▇▇▇/txdotmanuals/ppr/index.htm) and the TxDOT Survey Manual, latest edition, as the basis for the format and preparation of all right-of-way documents produced, including Right-of-Way (ROW) maps, property descriptions (including parcel plats), and other Right-of-Way work products, unless otherwise specified by the State. The Engineer’s surveyor shall use the North American Datum of 1983 (NAD83), Texas Coordinate System of ▇▇▇▇ (▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇), applicable to the zone or zones in which the work is performed, with values in U.S. Survey Feet, as the basis for all horizontal coordinates derived, unless otherwise directed by the State. The Engineer’s Surveyor shall use the datum adjustment currently in use by the State unless otherwise specified by the State. DocuSign Envelope ID: 4154F7E696ECF328-47C6ADFC-48E2-48AD-BA70-902BFE5F00DC AAEF-44272BE1E265 Project or surface coordinates must be calculated by applying a Combined Adjustment Factor (CAF) to State Plane Coordinate values. The State may direct the Engineer’s Surveyor to use a specific CAF for a project to: a) match existing or ongoing projects, b) conform to a county-wide surface adjustment factor, or c) be calculated specifically for the project area. Elevations must be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All GPS work, whether primary control surveys or other, must meet or exceed the current TxDOT Survey Manual, latest edition, to the order of accuracy specified in the categories listed below or in a work authorization. If the order of accuracy is not specified in this Contract or in a work authorization, the work must meet or exceed the order of accuracy specified in the publications listed in this paragraph.