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: C4CEDECA-D2D9-45A1-BD15-E7F369C6A871 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 o 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. o Recommendations at this point must be generic and conceptual in nature, mainly for discussions with the FBCTRA 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. Draft Hydraulic Report o The Engineer shall submit three copies of a draft Hydraulic Report for review and comment. The report must document and justify all data, boundary conditions, assumptions, methodologies, and results. The text, tables, exhibits, and appendices must document clearly and concisely the work performed and results found. The report must provide recommendations for critical review by the FBCTRA. Such recommendations may include corrective actions by the FBCTRA, corrective actions by others, or need for further detailed analysis such as an unsteady model analysis or the development of mitigation measures. The text, tables, exhibits, and appendices (including computer models) must be saved on a compact disc and included with each report. Assume one round of comments will be provided by the FBCTRA for draft reports. The Engineer shall address all FBCTRA comments.
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;
6.2.2 Meet with Town staff to review the draft Letter Report; and
6.2.3 Prepare and submit a final Letter Report that incorporates Town feedback on the draft Report.
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. 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. 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. Xxxxxx-Xxxx will prepare a letter report that documents the result of Tasks 1 and 2. The report will include a comparison table of the advantages and disadvantages of the two field types, including hours of available play per year, maintenance requirements, and potential revenue generation (provided by Town staff), etc. This task assumes up to one (1) round of revisions in response to consolidated and reasonable Town comments. Additional rounds of revisions shall be accommodated as an additional service at our then-current hourly rates.
Letter Report. Xxxxxx-Xxxx will prepare the following deliverables as part of this task:
