Provide Quality Assurance / Quality Control Testing Plan based on SDDOT Materials Manual. This document must be reviewed by the SDDOT prior to the notice to proceed being issued to the contractor. See Appendix D for requirements. Please refer to the checklist in Attachment #1 for the TS&L Packet of items that shall be submitted to the Local Government Assistance Office. Attachment #2 contains applicable excerpts from the Current SDDOT Consultant Retainer, DOT-900 AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES. □ Survey Sheets and Contour Map including the following information: □ Stationing from south to north or west to east □ Beginning and ending stations of the existing structure □ Beginning and ending stations of proposed structures □ Proposed and existing gradelines □ Stream profile and cross sections (Downstream to upstream direction including a table showing stations and elevations for each shot taken) □ Elevation and location of buildings and other structures □ Survey information using sea level datum and showing station, elevation, offset, and physical description of each project benchmark □ Landowner names, addresses, phone numbers, and legal descriptions of their property □ Utility names, addresses, phone numbers, and locations along the project □ Preliminary Hydraulic Data Sheet (use current data sheet found at: ▇▇▇://▇▇▇.▇▇▇▇▇.▇▇.▇▇ Folder Path – DOT/LGA/Forms/Hydraulic Data Sheet – Current.doc) including the following information: □ Calculated flows □ Inplace conditions (Ordinary High Water Elevation, HW100, Vmax, OTfr) □ Proposed conditions for each option (▇▇▇, ▇▇▇▇, ▇▇▇▇▇, Vmax Qot, OTfr, ELovertop) □ Ordinary High Water Elevation Shown on Cross-Sections (vegetation elevation on stream banks – approx. 2–year flow) □ Observed High Water Elevation (identifiable high water ▇▇▇▇) □ Electronic copy of HEC-RAS model of existing and proposed conditions □ Plan and profile sketches (preliminary hydraulic layout sheets) for the existing structure and proposed gradelines for each option (More than one feasible alternative is required. This includes options on different alignments if applicable.) □ Cost Estimates (including design and construction engineering and construction costs for each option.) □ Revised Draft Hydraulic Report □ TS&L Summary Letter □ Report of Foundation Investigation (see Examples 3 and 4 in this appendix) □ For Structure Chosen at TS&L □ Final Hydraulic Design Report □ Final Hydraulic Data Sheet (use current data sheet found at: ▇▇▇://▇▇▇.▇▇▇▇▇.▇▇.▇▇ Folder Path – DOT/LGA/Forms/Hydraulic Data Sheet – Current.doc) □ HEC RAS model with existing and proposed conditions □ Scour memo, scour calculations, and berm slope protection recommendations (Bridges Only) □ Plan/profile, general drawing sketches, and riprap layout as selected during the TS&L □ Review Plans (100% complete & ready for review) in PDF Format □ Design calculations, independent design check, and load ratings □ Memo Addressing Plan Review Comments □ Final Plans – Electronic PDF file of the engineered, stamped set of plans □ Quality Assurance / Quality Control Testing Plan Except where otherwise specifically provided, the CONSULTANT will furnish to the DEPARTMENT all documents, reports, exhibits, electronic files, and other presentations for all phases of the work performed under the terms of this Agreement. The CONSULTANT will furnish to the DEPARTMENT all design and check design computations. All documents furnished, including all original drawings, software generated electronic files, design computations, and check design computations, will become and remain the property of the DEPARTMENT and may be used by the DEPARTMENT without restriction for any public purpose. The CONSULTANT will provide survey documents for bench levels and for the checking of bench levels on standard loose-leaf transit field book sheets. The CONSULTANT will provide all other data collected in an electronic format and will include the following files: FWD file, DGN file, DTM file, ALG file, and the RAW data file. The FWD file, DGN file, DTM file, and ALG file, will be compatible with the DEPARTMENT’S current version of InRoads. The RAW data file will be in ASCII format and will include the following information: point number, northing, easting, description, and any pertinent notes corresponding to a particular point. The CONSULTANT, as requested by the DEPARTMENT, will submit construction documents, either electronic or paper format, and said documents will become and remain the DEPARTMENT’S property. The CONSULTANT will return all data furnished to the CONSULTANT by the DEPARTMENT to the DEPARTMENT. Compliance with all of the foregoing will be considered to be within the purview of this Agreement and will not constitute a basis for additional or extra compensation.
Appears in 1 contract
Sources: Bridge Improvement Grant Agreement
Provide Quality Assurance / Quality Control Testing Plan based on SDDOT Materials Manual. This document must be reviewed by the SDDOT prior to the notice to proceed being issued to the contractor. See Appendix D for requirements. Please refer to the checklist in Attachment #1 for the TS&L Packet of items that shall be submitted to the Local Government Assistance Office. Attachment #2 contains applicable excerpts from 1 Bridge Improvement Grant Checklist for Structure Preservation or Rehabilitation Work Order These items must be submitted to DOT/Local Government Assistance. If any of these items are missing, the Current SDDOT Consultant Retainer, DOT-900 AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICESfull packet will be returned for completion and resubmission to this office. □ 🞎 Survey Sheets and Contour Map including the following information: □ 🞎 Stationing from south to north or west to east □ 🞎 Beginning and ending stations of the existing structure □ 🞎 Beginning and ending stations of proposed structures □ 🞎 Proposed and existing gradelines □ 🞎 Stream profile and cross sections (Downstream to upstream direction including a table showing stations and elevations for each shot taken) □ 🞎 Elevation and location of buildings and other structures □ 🞎 Survey information using sea level datum and showing station, elevation, offset, and physical description of each project benchmark □ 🞎 Landowner names, addresses, phone numbers, and legal descriptions of their property □ 🞎 Utility names, addresses, phone numbers, and locations along the project □ 🞎 Preliminary Hydraulic Data Sheet (use current data sheet found at: ▇▇▇://▇▇▇.▇▇▇▇▇.▇▇.▇▇ Folder Path – DOT/LGA/Forms/Hydraulic Data Sheet – Current.docin the folder ““000 LGA General Info and Docs” located on the LGA SFTP site) including the following information: □ 🞎 Calculated flows □ 🞎 Inplace conditions (Ordinary High Water Elevation, HW100, Vmax, OTfr) □ 🞎 Proposed conditions for each option (▇▇▇HW2, ▇▇▇▇HW25, ▇▇▇▇▇HW100, Vmax Qot, OTfr, ELovertop) □ 🞎 Ordinary High Water Elevation Shown on Cross-Sections (vegetation elevation on stream banks – approx. 2–year flow) □ 🞎 Observed High Water Elevation (identifiable high water ▇▇▇▇mark) □ 🞎 Electronic copy of HEC-RAS model Hydraulic Model of existing and proposed conditions □ 🞎 Plan and profile sketches (preliminary hydraulic layout sheets) for the existing structure and proposed gradelines for each option (More than one feasible alternative is required. This includes options on different alignments if applicable. The options need to be acceptable to the owner’s future needs and maintenance capabilities. If there is only one type of structure that can reasonably be constructed at a site, simply provide an explanation instead of alternatives.) □ 🞎 Cost Estimates (including design and construction engineering and construction costs for each option.) □ 🞎 Revised Draft Hydraulic Report □ 🞎 TS&L Summary Letter □ 🞎 Report of Foundation Investigation (see Examples 3 1 and 4 2 in this appendix) □ 🞎 For Structure Chosen at TS&L □ 🞎 Final Hydraulic Design Report □ 🞎 Final Hydraulic Data Sheet (use current data sheet found at: ▇▇▇://▇▇▇.▇▇▇▇▇.▇▇.▇▇ Folder Path – DOT/LGA/Forms/in the folder “000 LGA General Info and Docs” located on the LGA SFTP site) 🞎 Hydraulic Data Sheet – Current.doc) □ HEC RAS model with existing and proposed conditions □ 🞎 Scour memo, scour calculations, and berm slope protection recommendations (Bridges Only) □ 🞎 Plan/profile, general drawing sketches, and riprap layout as selected during the TS&L □ 🞎 Review Plans (100% complete & ready for review) in PDF Format □ 🞎 Design calculations, independent design check, and load ratings □ Memo Addressing To be submitted after plan review is complete 🞎 All Plan Review Comments □ must be Addressed and Documented 🞎 Final Plans – Electronic PDF file of the engineered, stamped set of plans □ Quality Assurance / Quality Control Testing 🞎 Construction Management Plan Except where otherwise specifically provided, the CONSULTANT will furnish to the DEPARTMENT all documents, reports, exhibits, electronic files, and other presentations for all phases of the work performed under the terms of this Agreement. The CONSULTANT will furnish to the DEPARTMENT all design and check design computations. All documents furnished, including all original drawings, software generated electronic files, design computations, and check design computations, will become and remain the property of the DEPARTMENT and may be used by the DEPARTMENT without restriction for any public purpose. The CONSULTANT will provide survey documents for bench levels and for the checking of bench levels on standard loose-leaf transit field book sheets. The CONSULTANT will provide all other data collected in an electronic format and will include the following files: FWD file, DGN file, DTM file, ALG file, and the RAW data file. The FWD file, DGN file, DTM file, and ALG file, will be compatible with the DEPARTMENT’S current version of InRoads. The RAW data file will be in ASCII format and will include the following information: point number, northing, easting, description, and any pertinent notes corresponding to a particular point. The CONSULTANT, as requested by the DEPARTMENT, will submit construction documents, either electronic or paper format, and said documents will become and remain the DEPARTMENT’S property. The CONSULTANT will return all data furnished to the CONSULTANT by the DEPARTMENT to the DEPARTMENT. Compliance with all of the foregoing will be considered to be within the purview of this Agreement and will not constitute a basis for additional or extra compensation.EXAMPLE 1
Appears in 1 contract
Sources: Bridge Improvement Grant Agreement