Difference between revisions of "Near Shore and on Shore: Utilities"
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=Primary Guidance= | =Primary Guidance= | ||
− | Storm Water Management | + | ==Storm Water Management== |
*Minimum cover: on major travel lanes designed for trailers, mafis container forklifts, min cover for > 18 in RCP is 4 ft. | *Minimum cover: on major travel lanes designed for trailers, mafis container forklifts, min cover for > 18 in RCP is 4 ft. | ||
*Specify airport rated manholes and manhole covers where design vehicles include any of the following: container forklifts, mafis, goldhofers | *Specify airport rated manholes and manhole covers where design vehicles include any of the following: container forklifts, mafis, goldhofers | ||
− | Electric | + | ==Electric== |
*Primary vs. secondary power: facility with any single month demand > 200,000 kwh, conduct cost-benefit study to implement primary power | *Primary vs. secondary power: facility with any single month demand > 200,000 kwh, conduct cost-benefit study to implement primary power | ||
*Energy efficiency: as feasible and cost-effective, implement LED lighting; solar panels | *Energy efficiency: as feasible and cost-effective, implement LED lighting; solar panels | ||
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=Discussion= | =Discussion= | ||
− | Storm Water Management | + | ==Storm Water Management== |
Minimum depth consideration is warranted where large diameter pipes cross major thoroughfares subject to vehicle loads in excess of standard highway trucks. Alternatively, special pipe bedding or pavement section may be used as appropriate. State highway and municipal manhole and cover standards are typically structurally insufficient for extreme axle loads from the cited design vehicles. | Minimum depth consideration is warranted where large diameter pipes cross major thoroughfares subject to vehicle loads in excess of standard highway trucks. Alternatively, special pipe bedding or pavement section may be used as appropriate. State highway and municipal manhole and cover standards are typically structurally insufficient for extreme axle loads from the cited design vehicles. | ||
− | Electric | + | ==Electric== |
Cost-benefit studies to convert to primary power is warranted where the electrical maintenance expertise and resources are available on staff or can be readily contracted. Evaluating and providing electrical system redundancy for high demand and critical facilities is appropriate where: | Cost-benefit studies to convert to primary power is warranted where the electrical maintenance expertise and resources are available on staff or can be readily contracted. Evaluating and providing electrical system redundancy for high demand and critical facilities is appropriate where: | ||
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=See Also= | =See Also= | ||
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*[[Practical Design Implementation Guidance|Practical Design Implementation Guidance]] | *[[Practical Design Implementation Guidance|Practical Design Implementation Guidance]] |
Latest revision as of 17:26, 26 October 2016
Utilities | ||
ContentsPrimary GuidanceStorm Water Management
Electric
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DiscussionStorm Water ManagementMinimum depth consideration is warranted where large diameter pipes cross major thoroughfares subject to vehicle loads in excess of standard highway trucks. Alternatively, special pipe bedding or pavement section may be used as appropriate. State highway and municipal manhole and cover standards are typically structurally insufficient for extreme axle loads from the cited design vehicles. ElectricCost-benefit studies to convert to primary power is warranted where the electrical maintenance expertise and resources are available on staff or can be readily contracted. Evaluating and providing electrical system redundancy for high demand and critical facilities is appropriate where:
Combining redundant supply methods should be based on security and operational need for power continuity, off-terminal distribution grid and secondary feeder(s) proximity, maintenance personnel available to exercise backup generators and air quality permitting requirements for generators. See Also |