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Red Morton Park Regional Stormwater Capture Project Redwood City, CA 30%, 60% design and 90% design levels. The Consultant will attend design review workshops after each design submittal. Documents to be reviewed shall be submitted a minimum of one (1) week prior to each meeting. Task 6.1.30% PS&E For the 30% design submittal, the project team will develop plans to the 30% level overall. Approximately 60% of the civil design drawings will be developed to some degree and many will be nearly complete. Outline specifications and cost estimates will be prepared. The 30% submittal will mostly consist of plan sheets to provide more detail than was originally included in the Preliminary Design Concept Report, and address comments from Redwood City. The structural, mechanical and electrical design features will be further refined at the 60% design level to verify pump station sizing, piping layout and initial consultation with Pacific Gas and Electric Company (PGE). The cost estimate from the Preliminary Engineering Concept Design Report will be updated. Hard copies and digital electronic files of 30% Plans, Outline specifications, and Cost Estimate will be submitted. It is assumed that a 30% Design Workshop will be convened at a location to be named by the City, with the availability of teleconferencing the supporting design team, approximately two (2) weeks following receipt of the 30% Design Submittal. A review comment matrix will be prepared to capture review comments and responses of all comments. The responses will be meaningful and descriptive enough to allow for the City Project Manager to fully understand the nature of the comment and how the comment was closed. The team will support the City with any presentations relevant to the City Commission and/or Council. Most plan sheets will be at 1" = 20' scale. Consultant anticipate including a few plan sheets that will show overall layouts, and these may be at 1" = 50' scale. In addition, it may be necessary for us to include a few detailed plans, at a larger scale such as 1" = 10'. The hydraulic profile of the system will be shown where applicable. The Consultant has estimated that approximately 83 sheets will be developed for the final deliverable, in AutoCAD format. TITLE TITLE G-1 Title Sheet G-2 Sheet Index, Abbreviations, General Notes G-3 Notice to Contractors G-4 Notice to Contractors G-5 Boring Logs G-6 Overall Construction Sequence Plan (1" = 50') C-1 Site Plan (1" = 50") C-2 Erosion Control Plan (1" = 50') C-3 Demolition Plan (1"=20') C-4 Demolition Plan (1"=20') C-5 Demolition Plan (1"=20') C-6 Demolition Plan (1"=20') C-7 C-8 Horizontal Control Plan (1"=20') Horizontal Control Plan (1"=20') C-9 Horizontal Control Plan (1"=20') C-10 Horizontal Control Plan (1"=20') C-11 Diversion Structure, Pretreatment, and Storm Drain Plan and Profile C-12 Underground Storage Layout C-13 Underground Storage Layout C-14 BMP Schematic Plan C-15 Precise Grading Plan (1" = 20') C-16 Precise Grading Plan (1" = 20') C-17 Precise Grading Plan (1" = 20') C-18 Precise Grading Plan (1" = 20') ATTY/AGR.2020.309/Craftwater Inc (Page 25 of 34)