Appendix I - Boat Data.pdf

Sector Miami FRC Home-porting Planning Proposal

_______________________________________________________________________________________ 5 for which Berth 3 is currently dedicated since the necessary supporting infrastructure for this work is located there.

2.3.2 FRC REQUIREMENTS SUMMARY

Table 2.1 (this page) reflects revised FRC requirements provided by the USCG in January 2009. The largest difference is a reduction in shore support facility requirements.

COMPONENT THRESHOLD OBJECTIVE

Depth at mooring max draft + 4' @ mean low water max draft + 7' @ mean low water Channel depth max draft X 1.3 @ mean low water max draft X 1.5 @ mean low water Mooring length 154' + 20' per cutter 154' + 40' per cutter

Slip width

Total number of dock spaces 6 7

Pier lay down space 2,000 NSF in addition to pier/wharf space;

within 1/2 mile of pier/wharf

4,000 NSF in addition to pier/wharf space;

within 1/2 mile of pier/wharf

Horizontal load

Vertical load Accessibility of AASHTO truck loading HS20; or accessible gov't. pier max 25 NM

Accessibility of AASHTO truck loading

HS20.

Mooring devices/deck fittings Min. 3 cleats & bollards per cutter each capable of holding 2 breasted FRCs

Min.4 cleats & bollards per cutter each capable of holding 2 breasted FRCs

Fendering Lighting Electrical Potable water Sewage

Telephone Min 6 telephone lines. Box to be waterproof, & corrosion-proof.

Min 10 telephone lines. Box to be waterproof, & corrosion-proof.

Cable TV Local Area Network (LAN)

Fire protection Cooperation w/ local fire dept.w/ 15-min.

response ability

2 - 2-1/2" shore connections w/ 500 gpm @ 125 psi

Refuse Removal Compressed Air None 125 psi @ 100 cfm per cutter Oily water disposal High Purity Water Fueling

Ammunition handling Facility capable of handling w/in 200 miles from homeport.

Capability to conduct load/off-load in homeport.

Parking stalls 57 spaces (80% of crew + 1 Gov't. vehicle per cutter)

69 spaces (100% of crew + 1 Gov't. vehicle per cutter)

Parking Arrangement 30 stalls w/in 500' of pierhead, 27 in secure lot w/in 2,000' of 5-min. drive of cutter

10 stallsadjacent to each cutter, 39 w/in 1,000' of of cutter

Cutter general storage 900 NSF total 1,800 NSF total Cutter machine/engine shops 0 NSF 600 NSF MAT 5,000 NSF + 600 NSF for boat bay 6,000 NSF + 600 NSF for boat bay Parts/Tool Storage Flammable Storage HAZMAT Storage

152.4' for single berth pier; 178' for multiple ships moored on 1 pierface; 204' for ships breasted on single berth pier; 229' for ships breasted on a multiple berth pier

5 Knots impact perpendicular to pier

Min 1,100 gal/day via 1-1/2" @100 gpm/min 30 psi - max 55 psi

Shore Infrastructure

Via truck (AASHTO) Via truck (AASHTO)

400 A @ 450VAC nom. sys. voltage, 3-phase, ungrounded within 60' of shoretie Comply with guidelines in UFC 4-025-01 (for AT/FP) Comply with guidelines in UFC 4-025-01 (for AT/FP)

Table 2.1 FRC Waterfront & Shore Support Infrastructure Requirements

Min capacity 1,500gal/day via 4" @ 150 gpm

One commercial service line

240 NSF

2,400 NSF total 150 NSF total

Capable of fueling at pier via truck (AASHTO)

4 pair Cat 5 fiber optic connectors that support 100 Mbps or 100/1,000 Mbps.

Applicable local procedures w/ 10'X10' dumpster within 50' of pierhead

Waterfront Infrastructure