Letter Report. The Engineer shall prepare a letter report which shall include the preliminary findings. The report shall also include conceptual and generic discussions of the alternatives considered, along with a comparative cost associated with each alternative and a recommended solution. • Recommendations at this point are generic and conceptual in nature, mainly for discussions with the State and the local government entities. The recommended solution must be analyzed in detail to reflect the mitigation requirements for the roadway development. • Storm drain discussion must include the preliminary sizing of the storm drain, requirement for line rerouting, preliminary detention storage volumes (if required) based on hydrograph, and initial recommendations on mitigation of impacts on the receiving streams. • Bridge-Class and Cross-drainage Structure reports must include existing hydraulic conditions, FEMA floodplain status, proposed structure design, and proposed hydraulic conditions, preliminary detention storage volumes (if required) based on hydrograph and initial recommendations on how to mitigate the storm impact on the receiving streams.
Letter Report. The Engineer shall prepare a letter report which includes the preliminary findings. The report must also include conceptual and generic discussions of the alternatives considered, along with a comparative cost associated with each alternative and a recommended solution. Recommendations at this point must be generic and conceptual in nature, mainly for discussions with the State and the local government entities. The recommended solution must be analyzed in detail to reflect the mitigation requirements for the roadway development. Cross-Drainage Structure reports must include existing hydraulic conditions, FEMA floodplain status, proposed structure DocuSign Envelope ID: F242F592-8716-4CB3-B7F2-54D1B859C58C design, and proposed hydraulic conditions, preliminary detention storage volumes (if required) based on hydrograph and initial recommendations on how to mitigate the storm impact on the receiving streams.
Letter Report. RMC shall develop a letter report summarizing the assumptions and findings of the model evaluation. The report shall document improvements necessary to support new development and identify impact relative to previous model effort.
Letter Report. The Engineer shall prepare a letter report which includes the preliminary findings. The report must also include conceptual and generic discussions of the alternatives considered, along with a comparative cost associated with each alternative and a recommended solution. Recommendations at this point must be generic and conceptual in nature, mainly for discussions with the State and the local government entities. The recommended solution must be analyzed in detail to reflect the mitigation requirements for the roadway development. Cross-Drainage Structure reports must include existing hydraulic conditions, FEMA floodplain status, proposed structure design, and proposed hydraulic conditions, preliminary detention storage volumes (if required) based on hydrograph and initial recommendations on how to mitigate the storm impact on the receiving streams. DocuSign Envelope ID: F4888AB1-5DA1-49AB-A751-51413985E885
Letter Report the Engineer shall prepare a brief letter report summarizing data collection efforts and preliminary findings related to the current roadway condition. The letter report should highlight identified outfalls where additional detention volume may be required to bring the roadway system up to TxDOT design standards.
Letter Report. Prepare a letter report that summarizes V&A’s findings from the document review. V&A will verify the stated design life of the cathodic protection system and its constructability based on the project information provided and report the findings. V&A will state whether the improvements shown on the plans have the appropriate level of cathodic protection. V&A will prepare up to two letters responding to comment responses from the cathodic protection system designer.
Letter Report. DocuSign Envelope ID: FEE70723-A887-4BCC-92B5-33508013EFFC The Engineer shall prepare a letter report which includes the preliminary findings. The report must also include conceptual and generic discussions of the alternatives considered, along with a comparative cost associated with each alternative and a recommended solution. Recommendations at this point must be generic and conceptual in nature, mainly for discussions with the State and the local government entities. The recommended solution must be analyzed in detail to reflect the mitigation requirements for the roadway development. Cross-Drainage Structure reports must include existing hydraulic conditions, FEMA floodplain status, proposed structure design, and proposed hydraulic conditions, preliminary detention storage volumes (if required) based on hydrograph and initial recommendations on how to mitigate the storm impact on the receiving streams.
Letter Report. 6.2.1 Prepare and submit a draft letter report that summarizes the technical and cost data developed in Task 6.1 to obtain feedback from Town staff;
