City of San Antonio CIMS - Preliminary Engineering Report Checklist

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City of San Antonio CIMS - Preliminary Engineering Report Checklist

City of San Antonio CIMS - Preliminary Engineering Report Checklist The following is a list of recommended requirements for a PER Submittal. The Design Consultant must provide as much information as possible to assist City staff in the review and to simplify approval for the following submittal. The Consultant must coordiante closely with City Project Manager to meet project’s needs PROJECT NAME: SUBMITTED TO: (CITY PM) SUBMITTED BY: (CONSULTANT PM) REVIEWED BY:

*Follow TxDOT criteria for Local Area Management (LAM) Projects*

Preliminary Engineering Report Base Mapping □ Initial Survey Control □ Topographic Map □ Right-of-Way Map

Comments:______

Traffic Engineering Study Existing Conditions □ Existing Roadway □ Collision Data □ Heavy Vehicle Geometry and typical □ Existing Condition Percentage cross sections Capacity and Level of □ Existing Alternative □ Existing Auxiliary Service Analysis Transportation Lanes □ Traffic Control Modes □ Turning Movement Devices Inventory □ Existing Intersection Traffic Counts for □ Speed Limit Data and Roadway Critical Intersections Ligthing □ K and D factors □ Hourly Approach □ Existing Intelligent Peak Hour Factor by Traffic Volume □ Transportation Approach and Speed □ Directional Average Systems Daily Traffic

Proposed Conditions □ Typical Section □ Proposed peak hour □ Design year traffic □ Typical Section volumes for all volumes Alternatives roadways □ Identification of Design Vehicle(s) □ Projected level of □ Bicycle/Pedestrian □ Potential Traffic service Facilities Handling Issues □ Potential Traffic □ Access Management During Construction Signal Improvements Requirements □ Signs □ Potential Intersection □ School Requirements □ Pavement Marking Improvements □ Railroad Coordination

Comments:______

Drainage Study □ Existing Condition □ Storm Sewer Layout □ Erosion and Drainage Area Map Alternatives Stabilization BMPs □ Existing Condition □ Floodplain Analysis □ Outlet stabilization Discharge (HECRAS Calculation Plan Calculations and Summary) □ Outfall Stabilization □ Storm Sewer Layout □ Alternative Analysis Plan □ Culvert Layout(s)

Comments:______

Utility Coordination □ Ident □ Present Minutes from □ Identify Follow-on Utility ify Apparent Utilities in Initial Utility Location Requirements Project Corridor Coordination Meeting with Utility Companies □ Determine Utility □ Show Existing Utilities □ Coordinate Utility Renewal and on Project Base-map Adjustment Design with Replacement □ Identify Potential Utility Utility Companies Requirements Conflicts and Notify □ Develop Record of All Utility Companies Communications

Comments:______

Roadway Design □ Proposed Roadway Alignment Alternative Layouts □ Proposed Construction Phasing Alternatives □ Potential Design Enhancement Alternatives Comments:______

Preliminary Geotechnical Study □ Proposed Pavement □ Hydrologic □ Soil Properties Design Inferences Estimation □ Pavement Section □ Terrain and Cut/Fill □ Preliminary Alternatives Estimation Stabilization □ Proposed □ Geologic Model Requirements Alignment(s) □ Soil Identification □ Subsurface □ Project Type from Published Data Exploration Guidance □ Feasibility Evaluation □ Soil Characteristics □ Non-Destructive Testing Plan □ Position of Natural Estimation Drainage Features

Comments:______

Permitting □ Permitting Agency Jurisdictional Assessment □ Design Alternatives

Comments:______

Public Involvement □ Initial Needs Assessment □ Public Involvement Plan

Comments:______

Other □ Class 4 Cost Estimate □ Project Schedule

Comments:______Submittal to City □ Preliminary Engineering Report □ Design Summary Report □ Signed QA/QC Certification Form □ CD with PDF’s of All Deliverables (Upload to Web Portal) Schedule PER Review Meeting

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