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minimum design & construction standards - Martin County, Florida

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14. Avoid <strong>design</strong> of excessive slopes for larger flows at right angle turns.<br />

15. Specifically address meter and service line requirements.<br />

16. Provide material information/specifications for all proposed work.<br />

17. Carefully check specifications to establish that <strong>County</strong> <strong>standards</strong> are not exceeded,<br />

unless intentionally doing so. The approved plans will be enforced.<br />

18. All road crossing and pavement cuttings shall be in accordance with requirements of<br />

the particular authority governing the area.<br />

19. Specify details for all connections to existing facilities.<br />

20. A pre-<strong>construction</strong> meeting between the <strong>design</strong> engineer, the contractor, the Utility<br />

Contractor (subcontractor), a department representative and, when appropriate,<br />

representatives of FDOT and/or the <strong>Martin</strong> <strong>County</strong> Engineering Department must be<br />

held prior to <strong>construction</strong>.<br />

21. A <strong>minimum</strong> of four sets of shop drawings for all materials used in <strong>construction</strong> and<br />

four sets of final <strong>construction</strong> plans must be submitted for review by the Department<br />

prior to scheduling the pre-<strong>construction</strong> meeting. A <strong>minimum</strong> of six (6) working days<br />

must pass after the submission before a pre-<strong>construction</strong> meeting will be scheduled.<br />

22. Design shall take into consideration the <strong>Martin</strong> <strong>County</strong> Code provisions that govern<br />

water and sewer and other regulatory requirements that may apply.<br />

23. The <strong>design</strong> engineer shall provide a hydraulic analysis of the water and wastewater<br />

transmission systems including a fire flow analysis. Network modeling of pressure<br />

pipe systems shall be provided using WaterCad/WaterGEMS by Haestad Methods,<br />

Inc. Version 6.0 for Windows. If a WaterCad file is provided, the presentation file<br />

must be included with it for use with WaterGEMS. Higher versions may be accepted<br />

upon department approval. Submittals shall include two copies each of the input<br />

and output data for each scenario and 24"x 36" plots of each scenario showing a<br />

scale layout of the project including annotated lots, road right-of-ways and names,<br />

phase lines, multifamily and commercial/industrial use boundaries and proposed<br />

equivalent residential connections, color coded and annotated pipe sizes and<br />

pressure contours, nodes and node numbers, legend, north arrow, scale, scenario<br />

description and date. Scenarios shall include but not be limited to average daily flow,<br />

maximum daily flow plus fire flow and peak hour flow. A copy of the<br />

WaterCad/WaterGEMS file(s) shall be submitted on CD Rom.<br />

5

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