Common use of Design Surveys and Construction Surveys Clause in Contracts

Design Surveys and Construction Surveys. 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 North American Datum of 1983 (NAD83), Texas Coordinate System of 0000 (Xxxxx Xxxxx Xxxxxxxxxxx), 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. 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 shall be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All Global Positioning System (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 DocuSign Envelope ID: 04C16B52-6FE2-4CCA-85E1-65F1BBF3295C DocuSign Envelope ID: 4ADCA196-070B-414B-84B9-71706552ABDA Contract No. 36-6IDP5366 PeopleSoft Contract No. 5681 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 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. DocuSign Envelope ID: 04C16B52-6FE2-4CCA-85E1-65F1BBF3295C DocuSign Envelope ID: 4ADCA196-070B-414B-84B9-71706552ABDA Contract No. 36-6IDP5366 PeopleSoft Contract No. 5681 Design Surveys and Construction Surveys shall be performed under the supervision of a Registered Professional Land Surveyor (RPLS) currently registered with the Texas Board of Professional Land Surveying. 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.

Design Surveys and Construction Surveys. 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 North American Datum of 1983 (NAD83), Texas Coordinate System of 0000 (Xxxxx Xxxxx Xxxxxxxxxxx), 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. 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 shall be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All Global Positioning System (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 DocuSign Envelope ID: 04C16B52F2FBC84C-6FE2FAF2-4CCA-85E148EB-65F1BBF3295C B372-AE084F522D98 DocuSign Envelope ID: 4ADCA196FF5C91A2-070B-414B-84B9ECF2-71706552ABDA 41F9-B9A9-7A5C5F04D96D Contract No. 36-6IDP5366 6IDP5370 PeopleSoft Contract No. 5681 5685 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 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. DocuSign Envelope ID: 04C16B52F2FBC84C-6FE2FAF2-4CCA-85E148EB-65F1BBF3295C B372-AE084F522D98 DocuSign Envelope ID: 4ADCA196FF5C91A2-070B-414B-84B9ECF2-71706552ABDA 41F9-B9A9-7A5C5F04D96D Contract No. 36-6IDP5366 6IDP5370 PeopleSoft Contract No. 5681 5685 Design Surveys and Construction Surveys shall be performed under the supervision of a Registered Professional Land Surveyor (RPLS) currently registered with the Texas Board of Professional Land Surveying. 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.

Design Surveys and Construction Surveys. 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 North American Datum of 1983 (NAD83), Texas Coordinate System of 0000 (Xxxxx Xxxxx Xxxxxxxxxxx), 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. 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 shall be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All Global Positioning System (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 DocuSign Envelope ID: 04C16B52FDEAC86F-5E2C-4774-6FE280F7-4CCA-85E1-65F1BBF3295C D16ABCDC6AED DocuSign Envelope ID: 4ADCA196BD8C3DAD-658B-42FA-070B-414B-84B9BFD0-71706552ABDA FFECD08D31CF Contract No. 36-6IDP5366 6IDP5371 PeopleSoft Contract No. 5681 5690 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 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. DocuSign Envelope ID: 04C16B52FDEAC86F-5E2C-4774-6FE280F7-4CCA-85E1-65F1BBF3295C D16ABCDC6AED DocuSign Envelope ID: 4ADCA196BD8C3DAD-658B-42FA-070B-414B-84B9BFD0-71706552ABDA FFECD08D31CF Contract No. 36-6IDP5366 6IDP5371 PeopleSoft Contract No. 5681 5690 Design Surveys and Construction Surveys shall be performed under the supervision of a Registered Professional Land Surveyor (RPLS) currently registered with the Texas Board of Professional Land Surveying. 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.

Design Surveys and Construction Surveys. 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 North American Datum of 1983 (NAD83), Texas Coordinate System of 0000 (Xxxxx Xxxxx Xxxxxxxxxxx), 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. 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 shall be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All Global Positioning System (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 DocuSign Envelope ID: 04C16B52D3D386F2-6FE29BB1-4CCA-85E146C4-65F1BBF3295C A6B5-298DBCC339A1 DocuSign Envelope ID: 4ADCA196289281F7-070B-414B-84B943A6-71706552ABDA 4F0C-BC8B-BFB572B13384 Contract No. 36-6IDP5366 6IDP5376 PeopleSoft Contract No. 5681 5675 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 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. DocuSign Envelope ID: 04C16B52D3D386F2-6FE29BB1-4CCA-85E146C4-65F1BBF3295C A6B5-298DBCC339A1 DocuSign Envelope ID: 4ADCA196289281F7-070B-414B-84B943A6-71706552ABDA 4F0C-BC8B-BFB572B13384 Contract No. 36-6IDP5366 6IDP5376 PeopleSoft Contract No. 5681 5675 Design Surveys and Construction Surveys shall be performed under the supervision of a Registered Professional Land Surveyor (RPLS) currently registered with the Texas Board of Professional Land Surveying. 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.

Design Surveys and Construction Surveys. 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 North American Datum of 1983 (NAD83), Texas Coordinate System of 0000 (Xxxxx Xxxxx Xxxxxxxxxxx), 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. 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 shall be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All Global Positioning System (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 DocuSign Envelope ID: 04C16B520FF49D32-6FE2D279-4CCA-85E14718-65F1BBF3295C B36E-004C4194E751 DocuSign Envelope ID: 4ADCA19633059790-070B-414B-84B99D6A-4832-71706552ABDA 8E47-37328128C4A4 Contract No. 36-6IDP5366 6IDP5430 PeopleSoft Contract No. 5681 5682 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 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. DocuSign Envelope ID: 04C16B520FF49D32-6FE2D279-4CCA-85E14718-65F1BBF3295C B36E-004C4194E751 DocuSign Envelope ID: 4ADCA19633059790-070B-414B-84B99D6A-4832-71706552ABDA 8E47-37328128C4A4 Contract No. 36-6IDP5366 6IDP5430 PeopleSoft Contract No. 5681 5682 Design Surveys and Construction Surveys shall be performed under the supervision of a Registered Professional Land Surveyor (RPLS) currently registered with the Texas Board of Professional Land Surveying. 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.

Design Surveys and Construction Surveys. 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 North American Datum of 1983 (NAD83), Texas Coordinate System of 0000 (Xxxxx Xxxxx Xxxxxxxxxxx), 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. 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 shall be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All Global Positioning System (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 DocuSign Envelope ID: 04C16B52D3D960FD-6FE2BE0E-44B3-4CCA-85E1803B-65F1BBF3295C B86D69AFA793 DocuSign Envelope ID: 4ADCA196D1D750F4-070B-414B-84B9C3E4-71706552ABDA 4ADA-8F53-8D32970E4F27 Contract No. 36-6IDP5366 6IDP5364 PeopleSoft Contract No. 5681 5689 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 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. DocuSign Envelope ID: 04C16B52D3D960FD-6FE2BE0E-44B3-4CCA-85E1803B-65F1BBF3295C B86D69AFA793 DocuSign Envelope ID: 4ADCA196D1D750F4-070B-414B-84B9C3E4-71706552ABDA 4ADA-8F53-8D32970E4F27 Contract No. 36-6IDP5366 6IDP5364 PeopleSoft Contract No. 5681 5689 Design Surveys and Construction Surveys shall be performed under the supervision of a Registered Professional Land Surveyor (RPLS) currently registered with the Texas Board of Professional Land Surveying. 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.

Design Surveys and Construction Surveys. 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 North American Datum of 1983 (NAD83), Texas Coordinate System of 0000 (Xxxxx Xxxxx Xxxxxxxxxxx), 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. 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 shall be based on the North American Vertical Datum 88 (NAVD88), unless otherwise specified by the State. All Global Positioning System (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 DocuSign Envelope ID: 04C16B52BC9C016B-5A52-6FE245C4-4CCA-85E1B28D-65F1BBF3295C A91989A94E2D DocuSign Envelope ID: 4ADCA196DEE8D1E1-070B-414B-84B9E43A-4EEA-8FC1-71706552ABDA F207966DDF38 Contract No. 36-6IDP5366 6IDP5368 PeopleSoft Contract No. 5681 5683 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 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. DocuSign Envelope ID: 04C16B52BC9C016B-5A52-6FE245C4-4CCA-85E1B28D-65F1BBF3295C A91989A94E2D DocuSign Envelope ID: 4ADCA196DEE8D1E1-070B-414B-84B9E43A-4EEA-8FC1-71706552ABDA F207966DDF38 Contract No. 36-6IDP5366 6IDP5368 PeopleSoft Contract No. 5681 5683 Design Surveys and Construction Surveys shall be performed under the supervision of a Registered Professional Land Surveyor (RPLS) currently registered with the Texas Board of Professional Land Surveying. 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.