Docking Plan.pdf
PDF 1 MB Posted
- Solicitation number
- N32205-20-R-3004
About this file
This document provides details for a solicitation seeking offers for the operation and maintenance of the High Speed Transport vessel USNS GUAM (HST-1). The solicitation was issued by the Department of the Navy's Military Sealift Command for worldwide operation and maintenance services, with a place of performance including locations worldwide. Key information includes the solicitation number N32205-20-R-3004; the name of the opportunity "Operation and Maintenance of High Speed Transport (HST) Vessels"; and that the specific vessel is USNS GUAM (HST-1). No other salient details are provided in the document.
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Text version
AutoCAD SHX Text
CAP PROFILE & DISTANCE BLOCK FROM SRP
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FR
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SRP (FR 90)
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HA
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HF
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TOP OF BLOCK PROFILE
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BASELINE
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HYDROSTATIC CHARACTERISTICS
AutoCAD SHX Text 2.5
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DISPLACEMENT (MT)
AutoCAD SHX Text 40.498
AutoCAD SHX Text LCB (m) (REF AP FR 79)
AutoCAD SHX Text 37.085
AutoCAD SHX Text 7.337
AutoCAD SHX Text 2.7
AutoCAD SHX Text
AutoCAD SHX Text 40.322
AutoCAD SHX Text 36.861
AutoCAD SHX Text 7.314
AutoCAD SHX Text 2.8
AutoCAD SHX Text
AutoCAD SHX Text 40.149
AutoCAD SHX Text 36.743
AutoCAD SHX Text 7.273
AutoCAD SHX Text 2.9
AutoCAD SHX Text
AutoCAD SHX Text 39.986
AutoCAD SHX Text 36.558
AutoCAD SHX Text 7.253
AutoCAD SHX Text 3.0
AutoCAD SHX Text
AutoCAD SHX Text 39.833
AutoCAD SHX Text 36.384
AutoCAD SHX Text 7.243
AutoCAD SHX Text 7.243
AutoCAD SHX Text 7.231
AutoCAD SHX Text 7.234
AutoCAD SHX Text 7.241
AutoCAD SHX Text 7.252
AutoCAD SHX Text 36.214
AutoCAD SHX Text 36.131
AutoCAD SHX Text 36.011
AutoCAD SHX Text 35.894
AutoCAD SHX Text 35.779
AutoCAD SHX Text 39.686
AutoCAD SHX Text 39.542
AutoCAD SHX Text 39.404
AutoCAD SHX Text 39.273
AutoCAD SHX Text 39.149
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AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text 3.1
AutoCAD SHX Text 3.2
AutoCAD SHX Text 3.3
AutoCAD SHX Text 3.4
AutoCAD SHX Text 3.5
AutoCAD SHX Text DRAFT AMIDSHIPS (m)
AutoCAD SHX Text LCF (m) (REF AP FR 79)
AutoCAD SHX Text TPC (MT / cm)
AutoCAD SHX Text 41.543
AutoCAD SHX Text 41.046
AutoCAD SHX Text 40.356
AutoCAD SHX Text 39.936
AutoCAD SHX Text 39.672
AutoCAD SHX Text 39.599
AutoCAD SHX Text 39.391
AutoCAD SHX Text 39.401
AutoCAD SHX Text 39.465
AutoCAD SHX Text 39.596
AutoCAD SHX Text MCT (MT - m / cm)
AutoCAD SHX Text 3.6
AutoCAD SHX Text 3.7
AutoCAD SHX Text 3.8
AutoCAD SHX Text 3.9
AutoCAD SHX Text 4.0
AutoCAD SHX Text 7.267
AutoCAD SHX Text 35.656
AutoCAD SHX Text 39.030
AutoCAD SHX Text
AutoCAD SHX Text 39.793
AutoCAD SHX Text 7.279
AutoCAD SHX Text 35.556
AutoCAD SHX Text 38.912
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AutoCAD SHX Text 39.964
AutoCAD SHX Text 7.303
AutoCAD SHX Text 35.415
AutoCAD SHX Text 38.799
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AutoCAD SHX Text 40.286
AutoCAD SHX Text 35.272
AutoCAD SHX Text 38.687
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AutoCAD SHX Text 40.630
AutoCAD SHX Text 35.190
AutoCAD SHX Text 38.579
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AutoCAD SHX Text 40.839
AutoCAD SHX Text 7.328
AutoCAD SHX Text 7.342
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(NO CORRECTION FOR TRIM)
AutoCAD SHX Text 46.626
AutoCAD SHX Text 44.270
AutoCAD SHX Text 42.044
AutoCAD SHX Text 40.147
AutoCAD SHX Text 38.474
AutoCAD SHX Text 36.998
AutoCAD SHX Text 35.582
AutoCAD SHX Text 34.349
AutoCAD SHX Text 33.227
AutoCAD SHX Text 32.204
AutoCAD SHX Text KMT (m) (REF B.L.)
AutoCAD SHX Text 31.272
AutoCAD SHX Text 30.391
AutoCAD SHX Text 29.612
AutoCAD SHX Text 28.886
AutoCAD SHX Text 28.168
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GENERAL NOTES
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PRINCIPAL PARTICULARS
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LENGTH OVERALL (RAMP UP)
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110.4 M / 362.2 FT
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LENGTH WATERLINE ON D.W.L.
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92.36 M / 303 FT
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BEAM
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23.8 M / 78.1 FT
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DRAFT (HULL) MAX
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3.65 M / 12.0 FT
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DEPTH (MOLDED)
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9.4 M / 30.8 FT
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FRAME SPACING
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1.2 M / 3.94 FT
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LBP
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92.4 M / 303.15 FT
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SRP - AP DISTANCE
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6.0 M / 19.68 FT
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LIGHT SHIP:
AutoCAD SHX Text DISPLACEMENT ................................................ 1,517.9 MT 1,493.9 LT ISPLACEMENT ................................................ 1,517.9 MT 1,493.9 LT SPLACEMENT ................................................ 1,517.9 MT 1,493.9 LT PLACEMENT ................................................ 1,517.9 MT 1,493.9 LT LACEMENT ................................................ 1,517.9 MT 1,493.9 LT ACEMENT ................................................ 1,517.9 MT 1,493.9 LT CEMENT ................................................ 1,517.9 MT 1,493.9 LT EMENT ................................................ 1,517.9 MT 1,493.9 LT MENT ................................................ 1,517.9 MT 1,493.9 LT ENT ................................................ 1,517.9 MT 1,493.9 LT NT ................................................ 1,517.9 MT 1,493.9 LT T ................................................ 1,517.9 MT 1,493.9 LT ................................................ 1,517.9 MT 1,493.9 LT ................................................ 1,517.9 MT 1,493.9 LT ............................................... 1,517.9 MT 1,493.9 LT .............................................. 1,517.9 MT 1,493.9 LT ............................................. 1,517.9 MT 1,493.9 LT ............................................ 1,517.9 MT 1,493.9 LT ........................................... 1,517.9 MT 1,493.9 LT .......................................... 1,517.9 MT 1,493.9 LT ......................................... 1,517.9 MT 1,493.9 LT ........................................ 1,517.9 MT 1,493.9 LT ....................................... 1,517.9 MT 1,493.9 LT ...................................... 1,517.9 MT 1,493.9 LT ..................................... 1,517.9 MT 1,493.9 LT .................................... 1,517.9 MT 1,493.9 LT ................................... 1,517.9 MT 1,493.9 LT .................................. 1,517.9 MT 1,493.9 LT ................................. 1,517.9 MT 1,493.9 LT ................................ 1,517.9 MT 1,493.9 LT ............................... 1,517.9 MT 1,493.9 LT .............................. 1,517.9 MT 1,493.9 LT ............................. 1,517.9 MT 1,493.9 LT ............................ 1,517.9 MT 1,493.9 LT ........................... 1,517.9 MT 1,493.9 LT .......................... 1,517.9 MT 1,493.9 LT ......................... 1,517.9 MT 1,493.9 LT ........................ 1,517.9 MT 1,493.9 LT ....................... 1,517.9 MT 1,493.9 LT ...................... 1,517.9 MT 1,493.9 LT ..................... 1,517.9 MT 1,493.9 LT .................... 1,517.9 MT 1,493.9 LT ................... 1,517.9 MT 1,493.9 LT .................. 1,517.9 MT 1,493.9 LT ................. 1,517.9 MT 1,493.9 LT ................ 1,517.9 MT 1,493.9 LT ............... 1,517.9 MT 1,493.9 LT .............. 1,517.9 MT 1,493.9 LT ............. 1,517.9 MT 1,493.9 LT ............ 1,517.9 MT 1,493.9 LT ........... 1,517.9 MT 1,493.9 LT .......... 1,517.9 MT 1,493.9 LT ......... 1,517.9 MT 1,493.9 LT ........ 1,517.9 MT 1,493.9 LT ....... 1,517.9 MT 1,493.9 LT ...... 1,517.9 MT 1,493.9 LT ..... 1,517.9 MT 1,493.9 LT .... 1,517.9 MT 1,493.9 LT ... 1,517.9 MT 1,493.9 LT .. 1,517.9 MT 1,493.9 LT . 1,517.9 MT 1,493.9 LT 1,517.9 MT 1,493.9 LT 1,517.9 MT 1,493.9 LT ,517.9 MT 1,493.9 LT 517.9 MT 1,493.9 LT 17.9 MT 1,493.9 LT 7.9 MT 1,493.9 LT .9 MT 1,493.9 LT 9 MT 1,493.9 LT MT 1,493.9 LT MT 1,493.9 LT T 1,493.9 LT 1,493.9 LT 1,493.9 LT ,493.9 LT 493.9 LT 93.9 LT 3.9 LT .9 LT 9 LT LT LT T VCG (ABL) ....................................................... 9.32 M 30.58 FT CG (ABL) ....................................................... 9.32 M 30.58 FT G (ABL) ....................................................... 9.32 M 30.58 FT (ABL) ....................................................... 9.32 M 30.58 FT (ABL) ....................................................... 9.32 M 30.58 FT ABL) ....................................................... 9.32 M 30.58 FT BL) ....................................................... 9.32 M 30.58 FT L) ....................................................... 9.32 M 30.58 FT ) ....................................................... 9.32 M 30.58 FT ....................................................... 9.32 M 30.58 FT ....................................................... 9.32 M 30.58 FT ...................................................... 9.32 M 30.58 FT ..................................................... 9.32 M 30.58 FT .................................................... 9.32 M 30.58 FT ................................................... 9.32 M 30.58 FT .................................................. 9.32 M 30.58 FT ................................................. 9.32 M 30.58 FT ................................................ 9.32 M 30.58 FT ............................................... 9.32 M 30.58 FT .............................................. 9.32 M 30.58 FT ............................................. 9.32 M 30.58 FT ............................................ 9.32 M 30.58 FT ........................................... 9.32 M 30.58 FT .......................................... 9.32 M 30.58 FT ......................................... 9.32 M 30.58 FT ........................................ 9.32 M 30.58 FT ....................................... 9.32 M 30.58 FT ...................................... 9.32 M 30.58 FT ..................................... 9.32 M 30.58 FT .................................... 9.32 M 30.58 FT ................................... 9.32 M 30.58 FT .................................. 9.32 M 30.58 FT ................................. 9.32 M 30.58 FT ................................ 9.32 M 30.58 FT ............................... 9.32 M 30.58 FT .............................. 9.32 M 30.58 FT ............................. 9.32 M 30.58 FT ............................ 9.32 M 30.58 FT ........................... 9.32 M 30.58 FT .......................... 9.32 M 30.58 FT ......................... 9.32 M 30.58 FT ........................ 9.32 M 30.58 FT ....................... 9.32 M 30.58 FT ...................... 9.32 M 30.58 FT ..................... 9.32 M 30.58 FT .................... 9.32 M 30.58 FT ................... 9.32 M 30.58 FT .................. 9.32 M 30.58 FT ................. 9.32 M 30.58 FT ................ 9.32 M 30.58 FT ............... 9.32 M 30.58 FT .............. 9.32 M 30.58 FT ............. 9.32 M 30.58 FT ............ 9.32 M 30.58 FT ........... 9.32 M 30.58 FT .......... 9.32 M 30.58 FT ......... 9.32 M 30.58 FT ........ 9.32 M 30.58 FT ....... 9.32 M 30.58 FT ...... 9.32 M 30.58 FT ..... 9.32 M 30.58 FT .... 9.32 M 30.58 FT ... 9.32 M 30.58 FT .. 9.32 M 30.58 FT . 9.32 M 30.58 FT 9.32 M 30.58 FT 9.32 M 30.58 FT .32 M 30.58 FT 32 M 30.58 FT 2 M 30.58 FT M 30.58 FT M 30.58 FT 30.58 FT 30.58 FT 30.58 FT 0.58 FT .58 FT 58 FT 8 FT FT FT T LCG (FWD A.P.) .............................................. 36.51 M 119.78 FT CG (FWD A.P.) .............................................. 36.51 M 119.78 FT G (FWD A.P.) .............................................. 36.51 M 119.78 FT (FWD A.P.) .............................................. 36.51 M 119.78 FT (FWD A.P.) .............................................. 36.51 M 119.78 FT FWD A.P.) .............................................. 36.51 M 119.78 FT WD A.P.) .............................................. 36.51 M 119.78 FT D A.P.) .............................................. 36.51 M 119.78 FT A.P.) .............................................. 36.51 M 119.78 FT A.P.) .............................................. 36.51 M 119.78 FT .P.) .............................................. 36.51 M 119.78 FT P.) .............................................. 36.51 M 119.78 FT .) .............................................. 36.51 M 119.78 FT ) .............................................. 36.51 M 119.78 FT .............................................. 36.51 M 119.78 FT .............................................. 36.51 M 119.78 FT ............................................. 36.51 M 119.78 FT ............................................ 36.51 M 119.78 FT ........................................... 36.51 M 119.78 FT .......................................... 36.51 M 119.78 FT ......................................... 36.51 M 119.78 FT ........................................ 36.51 M 119.78 FT ....................................... 36.51 M 119.78 FT ...................................... 36.51 M 119.78 FT ..................................... 36.51 M 119.78 FT .................................... 36.51 M 119.78 FT ................................... 36.51 M 119.78 FT .................................. 36.51 M 119.78 FT ................................. 36.51 M 119.78 FT ................................ 36.51 M 119.78 FT ............................... 36.51 M 119.78 FT .............................. 36.51 M 119.78 FT ............................. 36.51 M 119.78 FT ............................ 36.51 M 119.78 FT ........................... 36.51 M 119.78 FT .......................... 36.51 M 119.78 FT ......................... 36.51 M 119.78 FT ........................ 36.51 M 119.78 FT ....................... 36.51 M 119.78 FT ...................... 36.51 M 119.78 FT ..................... 36.51 M 119.78 FT .................... 36.51 M 119.78 FT ................... 36.51 M 119.78 FT .................. 36.51 M 119.78 FT ................. 36.51 M 119.78 FT ................ 36.51 M 119.78 FT ............... 36.51 M 119.78 FT .............. 36.51 M 119.78 FT ............. 36.51 M 119.78 FT ............ 36.51 M 119.78 FT ........... 36.51 M 119.78 FT .......... 36.51 M 119.78 FT ......... 36.51 M 119.78 FT ........ 36.51 M 119.78 FT ....... 36.51 M 119.78 FT ...... 36.51 M 119.78 FT ..... 36.51 M 119.78 FT .... 36.51 M 119.78 FT ... 36.51 M 119.78 FT .. 36.51 M 119.78 FT . 36.51 M 119.78 FT 36.51 M 119.78 FT 36.51 M 119.78 FT 6.51 M 119.78 FT .51 M 119.78 FT 51 M 119.78 FT 1 M 119.78 FT M 119.78 FT M 119.78 FT 119.78 FT 119.78 FT 119.78 FT 19.78 FT 9.78 FT .78 FT 78 FT 8 FT FT FT T LCG (FWD OF SRP) ........................................ 42.51 M 139.47 FT CG (FWD OF SRP) ........................................ 42.51 M 139.47 FT G (FWD OF SRP) ........................................ 42.51 M 139.47 FT (FWD OF SRP) ........................................ 42.51 M 139.47 FT (FWD OF SRP) ........................................ 42.51 M 139.47 FT FWD OF SRP) ........................................ 42.51 M 139.47 FT WD OF SRP) ........................................ 42.51 M 139.47 FT D OF SRP) ........................................ 42.51 M 139.47 FT OF SRP) ........................................ 42.51 M 139.47 FT OF SRP) ........................................ 42.51 M 139.47 FT F SRP) ........................................ 42.51 M 139.47 FT SRP) ........................................ 42.51 M 139.47 FT SRP) ........................................ 42.51 M 139.47 FT RP) ........................................ 42.51 M 139.47 FT P) ........................................ 42.51 M 139.47 FT ) ........................................ 42.51 M 139.47 FT ........................................ 42.51 M 139.47 FT ........................................ 42.51 M 139.47 FT ....................................... 42.51 M 139.47 FT ...................................... 42.51 M 139.47 FT ..................................... 42.51 M 139.47 FT .................................... 42.51 M 139.47 FT ................................... 42.51 M 139.47 FT .................................. 42.51 M 139.47 FT ................................. 42.51 M 139.47 FT ................................ 42.51 M 139.47 FT ............................... 42.51 M 139.47 FT .............................. 42.51 M 139.47 FT ............................. 42.51 M 139.47 FT ............................ 42.51 M 139.47 FT ........................... 42.51 M 139.47 FT .......................... 42.51 M 139.47 FT ......................... 42.51 M 139.47 FT ........................ 42.51 M 139.47 FT ....................... 42.51 M 139.47 FT ...................... 42.51 M 139.47 FT ..................... 42.51 M 139.47 FT .................... 42.51 M 139.47 FT ................... 42.51 M 139.47 FT .................. 42.51 M 139.47 FT ................. 42.51 M 139.47 FT ................ 42.51 M 139.47 FT ............... 42.51 M 139.47 FT .............. 42.51 M 139.47 FT ............. 42.51 M 139.47 FT ............ 42.51 M 139.47 FT ........... 42.51 M 139.47 FT .......... 42.51 M 139.47 FT ......... 42.51 M 139.47 FT ........ 42.51 M 139.47 FT ....... 42.51 M 139.47 FT ...... 42.51 M 139.47 FT ..... 42.51 M 139.47 FT .... 42.51 M 139.47 FT ... 42.51 M 139.47 FT .. 42.51 M 139.47 FT . 42.51 M 139.47 FT 42.51 M 139.47 FT 42.51 M 139.47 FT 2.51 M 139.47 FT .51 M 139.47 FT 51 M 139.47 FT 1 M 139.47 FT M 139.47 FT M 139.47 FT 139.47 FT 139.47 FT 139.47 FT 39.47 FT 9.47 FT .47 FT 47 FT 7 FT FT FT T MEAN DRAFT ...................................................... 2.53 M 8.30 FT EAN DRAFT ...................................................... 2.53 M 8.30 FT AN DRAFT ...................................................... 2.53 M 8.30 FT N DRAFT ...................................................... 2.53 M 8.30 FT DRAFT ...................................................... 2.53 M 8.30 FT DRAFT ...................................................... 2.53 M 8.30 FT RAFT ...................................................... 2.53 M 8.30 FT AFT ...................................................... 2.53 M 8.30 FT FT ...................................................... 2.53 M 8.30 FT T ...................................................... 2.53 M 8.30 FT ...................................................... 2.53 M 8.30 FT ...................................................... 2.53 M 8.30 FT ..................................................... 2.53 M 8.30 FT .................................................... 2.53 M 8.30 FT ................................................... 2.53 M 8.30 FT .................................................. 2.53 M 8.30 FT ................................................. 2.53 M 8.30 FT ................................................ 2.53 M 8.30 FT ............................................... 2.53 M 8.30 FT .............................................. 2.53 M 8.30 FT ............................................. 2.53 M 8.30 FT ............................................ 2.53 M 8.30 FT ........................................... 2.53 M 8.30 FT .......................................... 2.53 M 8.30 FT ......................................... 2.53 M 8.30 FT ........................................ 2.53 M 8.30 FT ....................................... 2.53 M 8.30 FT ...................................... 2.53 M 8.30 FT ..................................... 2.53 M 8.30 FT .................................... 2.53 M 8.30 FT ................................... 2.53 M 8.30 FT .................................. 2.53 M 8.30 FT ................................. 2.53 M 8.30 FT ................................ 2.53 M 8.30 FT ............................... 2.53 M 8.30 FT .............................. 2.53 M 8.30 FT ............................. 2.53 M 8.30 FT ............................ 2.53 M 8.30 FT ........................... 2.53 M 8.30 FT .......................... 2.53 M 8.30 FT ......................... 2.53 M 8.30 FT ........................ 2.53 M 8.30 FT ....................... 2.53 M 8.30 FT ...................... 2.53 M 8.30 FT ..................... 2.53 M 8.30 FT .................... 2.53 M 8.30 FT ................... 2.53 M 8.30 FT .................. 2.53 M 8.30 FT ................. 2.53 M 8.30 FT ................ 2.53 M 8.30 FT ............... 2.53 M 8.30 FT .............. 2.53 M 8.30 FT ............. 2.53 M 8.30 FT ............ 2.53 M 8.30 FT ........... 2.53 M 8.30 FT .......... 2.53 M 8.30 FT ......... 2.53 M 8.30 FT ........ 2.53 M 8.30 FT ....... 2.53 M 8.30 FT ...... 2.53 M 8.30 FT ..... 2.53 M 8.30 FT .... 2.53 M 8.30 FT ... 2.53 M 8.30 FT .. 2.53 M 8.30 FT . 2.53 M 8.30 FT 2.53 M 8.30 FT 2.53 M 8.30 FT .53 M 8.30 FT 53 M 8.30 FT 3 M 8.30 FT M 8.30 FT M 8.30 FT 8.30 FT 8.30 FT 8.30 FT 8.30 FT .30 FT 30 FT 0 FT FT FT T TRIM (BETWEEN PERPS), BY THE STERN........... 1.12 M 3.67 FTRIM (BETWEEN PERPS), BY THE STERN........... 1.12 M 3.67 FTIM (BETWEEN PERPS), BY THE STERN........... 1.12 M 3.67 FTM (BETWEEN PERPS), BY THE STERN........... 1.12 M 3.67 FT (BETWEEN PERPS), BY THE STERN........... 1.12 M 3.67 FT(BETWEEN PERPS), BY THE STERN........... 1.12 M 3.67 FTBETWEEN PERPS), BY THE STERN........... 1.12 M 3.67 FTETWEEN PERPS), BY THE STERN........... 1.12 M 3.67 FTTWEEN PERPS), BY THE STERN........... 1.12 M 3.67 FTWEEN PERPS), BY THE STERN........... 1.12 M 3.67 FTEEN PERPS), BY THE STERN........... 1.12 M 3.67 FTEN PERPS), BY THE STERN........... 1.12 M 3.67 FTN PERPS), BY THE STERN........... 1.12 M 3.67 FT PERPS), BY THE STERN........... 1.12 M 3.67 FTPERPS), BY THE STERN........... 1.12 M 3.67 FTERPS), BY THE STERN........... 1.12 M 3.67 FTRPS), BY THE STERN........... 1.12 M 3.67 FTPS), BY THE STERN........... 1.12 M 3.67 FTS), BY THE STERN........... 1.12 M 3.67 FT), BY THE STERN........... 1.12 M 3.67 FT, BY THE STERN........... 1.12 M 3.67 FT BY THE STERN........... 1.12 M 3.67 FTBY THE STERN........... 1.12 M 3.67 FTY THE STERN........... 1.12 M 3.67 FT THE STERN........... 1.12 M 3.67 FTTHE STERN........... 1.12 M 3.67 FTHE STERN........... 1.12 M 3.67 FTE STERN........... 1.12 M 3.67 FT STERN........... 1.12 M 3.67 FTSTERN........... 1.12 M 3.67 FTTERN........... 1.12 M 3.67 FTERN........... 1.12 M 3.67 FTRN........... 1.12 M 3.67 FTN........... 1.12 M 3.67 FT........... 1.12 M 3.67 FT.......... 1.12 M 3.67 FT......... 1.12 M 3.67 FT........ 1.12 M 3.67 FT....... 1.12 M 3.67 FT...... 1.12 M 3.67 FT..... 1.12 M 3.67 FT.... 1.12 M 3.67 FT... 1.12 M 3.67 FT.. 1.12 M 3.67 FT. 1.12 M 3.67 FT 1.12 M 3.67 FT1.12 M 3.67 FT.12 M 3.67 FT12 M 3.67 FT2 M 3.67 FT M 3.67 FTM 3.67 FT 3.67 FT 3.67 FT 3.67 FT 3.67 FT3.67 FT.67 FT67 FT7 FT FTFTT
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TABLE OF BLOCK BEARING PRESSURES
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KEEL BLOCKS:
AutoCAD SHX Text = DOCKING DISPLACEMENT ...................................... 1,707 MT 1,680 LT A = TOTAL BEARING AREA OF KEEL BLOCKS ............ 32.2 M 346.2 FT S = = KEEL BLOCK PRESSURES ......................... 53.04 MT/M 4.85 LT/FT
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APPROVED BY:
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APPROVED FOR COMSC
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APPROVED BY:
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TITLE:
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APPROVED BY:
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TITLE:
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DRAWN BY:
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SHEET OF
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MILITARY SEALIFT COMMAND
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DATE
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WASHINGTON, D.C.
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CAGE CODE
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SCALE:
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DATE
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DATE
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SIZE
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DATE
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DATE
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SWBS
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DRAWING NO.
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CHECKED BY:
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DEPARTMENT OF THE NAVY
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REV.
AutoCAD SHX Text 20398-5540
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W.ROBBLEE
AutoCAD SHX Text 8388252
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AS NOTED
AutoCAD SHX Text 94421
AutoCAD SHX Text 9/21/17
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SRD
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USNS GUAM
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SELECTED RECORD DRAWING
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DOCKING PLAN
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REFERENCES
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NO.
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PLAN NO.
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TITLE
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REV
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ZONE
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REVISIONS
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DESCRIPTION
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DATE
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APPVD
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CLASS
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APPLICABLE SHIPS
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NAME
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NO.
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HST
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HST-1
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USNS GUAM
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STANDARD DOCKING PLUG DETAILS
AutoCAD SHX Text S-200-002
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STANDARD ANODE DETAILS
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ECHO SOUNDER & SPEED LOG TRANSDUCER HOUSING
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SEA INTAKE DETAILS GENERAL ARRANGEMENT
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JET FENCE DETAILS
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VISUAL IDENT AND DRAFT MARKS
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DAMAGE CONTROL PLAN
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TANK CAPACITY CURVES
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GENERAL ARRANGEMENT
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AutoCAD SHX Text S-200-001
AutoCAD SHX Text S-201J-008...009
AutoCAD SHX Text 615-643A-001
AutoCAD SHX Text 616-201E-026
AutoCAD SHX Text 602-8496595
AutoCAD SHX Text 616-100-105
AutoCAD SHX Text 801-8495020
AutoCAD SHX Text 801-8495017
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AutoCAD SHX Text 1P / 1S
AutoCAD SHX Text 46-47
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AutoCAD SHX Text HEIGHT ABOVE BASELINE (mm)
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BELOW WATERLINE OPENINGS
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ITEM
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QTY
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FRAME
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INLET OR OUTLET
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INLET
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SIZE
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AutoCAD SHX Text 68-69
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OUTLET
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OUTLET
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SYSTEM
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GENSET SEA CHEST LOW SUCTION
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GENSET SEA CHEST HIGH DISCHARGE
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FWD GEARBOX COOLING OVERBOARD
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AFT GEARBOX COOLING OVERBOARD
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AutoCAD SHX Text 1P / 1S
AutoCAD SHX Text 60-61
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INLET
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FWD ME SEA CHEST LOW SUCTION
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OUTLET
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FWD ME SEA CHEST HIGH DISCHARGE
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DISCHARGE OUTLET / INLET LOCATION
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HULL BTM
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INBD
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OUTBD
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INBD
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INBD
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HULL BTM
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ECHOSOUNDER
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TRANSDUCERS
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SPEED LOG
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SRP DIST. TO CL OF PIPE.
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SRP DIST. TO CL OF PIPE.
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SRP DIST. TO CL OF PIPE.
AutoCAD SHX Text 52250
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SRP DIST. TO CL OF PIPE.
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SRP DIST. TO CL OF PIPE.
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SRP DIST. TO CL OF PIPE.
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INLET
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AFT ME SEA CHEST LOW SUCTION
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AutoCAD SHX Text 27000
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SRP DIST. TO CL OF PIPE.
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AFT ME SEA CHEST HIGH DISCHARGE
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INBD
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SRP DIST. TO CL OF PIPE.
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TYPICAL MAIN ENGINE SEA INTAKE ARRANGEMENT SCALE 1:10
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FR
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FR
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FOR SEA INTAKE DETAILS GENERAL ARRANGEMENT REF: 615-643A-001
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FRAME
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ANODE POCKET POSITION
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1 PORT / 1 STBD
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DETAIL
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SCALE 1:25
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DWL
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TYPICAL TRANSOM ANODE DETAILS
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9.5 Kg SACRIFICIAL ANODE
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TYPICAL ANODE POSITION IN HULL SCALE 1:10
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1. THIS DRAWING IS BASED ON BLOCK LOCATIONS SHOWN ON REFERENCE 1, WITH THE BLOCK SIZES MODIFIED TO REFLECT 24" X 48" THIS DRAWING IS BASED ON BLOCK LOCATIONS SHOWN ON REFERENCE 1, WITH THE BLOCK SIZES MODIFIED TO REFLECT 24" X 48" BLOCKS. 2. DOCKING DISPLACEMENT IS 1707 MT (1680 LT), HALF LOAD CONDITION, AND ZERO TRIM. DOCKING DISPLACEMENT IS 1707 MT (1680 LT), HALF LOAD CONDITION, AND ZERO TRIM. 3. THE VESSEL IS SHOWN BLOCKED AT A HEIGHT OF 1524 MM (60 IN.) ABOVE THE DOCK'S FLOOR. THE VESSEL IS SHOWN BLOCKED AT A HEIGHT OF 1524 MM (60 IN.) ABOVE THE DOCK'S FLOOR. 4. DIMENSIONS: DIMENSIONS: A. LONGITUDINAL LOCATIONS OF ALL ITEMS AND BLOCK OFFSETS ARE GIVEN FROM THE STERN REFERENCE POINT (SRP), LOCATED AT FR LONGITUDINAL LOCATIONS OF ALL ITEMS AND BLOCK OFFSETS ARE GIVEN FROM THE STERN REFERENCE POINT (SRP), LOCATED AT FR 90. B. HEIGHTS OF ALL ITEMS GIVEN FROM THE BASELINE. HEIGHTS OF ALL ITEMS GIVEN FROM THE BASELINE. 4. TWO DOCKING POSITIONS ARE REQUIRED TO PAINT THE FULL UNDERWATER HULL. POSITION "A" IS SHOWN ON SHEET 2. POSITION "B" TWO DOCKING POSITIONS ARE REQUIRED TO PAINT THE FULL UNDERWATER HULL. POSITION "A" IS SHOWN ON SHEET 2. POSITION "B" IS SHOWN ON SHEET 3. 5. BLOCKING: BLOCKING: A. THE BLOCKING ARRANGEMENT SHOWN IS REQUIRED UNDER ORDINARY UNDAMAGED CONDITION. THE BLOCKING ARRANGEMENT SHOWN IS REQUIRED UNDER ORDINARY UNDAMAGED CONDITION. B. DOCKING BLOCKS ARE NUMBERED FROM AFT TO FORWARD, AFTERMOST BLOCK NUMBER ONE (1). DOCKING BLOCKS ARE NUMBERED FROM AFT TO FORWARD, AFTERMOST BLOCK NUMBER ONE (1). C. DOCKING BLOCKS SHALL BE CONSTRUCTED OF HARDWOOD OR COMPOSITE CONCRETE/HARDWOOD. CAPS SHALL HAVE A 25 MM (1") DOCKING BLOCKS SHALL BE CONSTRUCTED OF HARDWOOD OR COMPOSITE CONCRETE/HARDWOOD. CAPS SHALL HAVE A 25 MM (1") SHEET OF PLYWOOD ON TOP, HARDWOOD BELOW (MIN 150 MM), WITH MIN 150 MM (6") AND MAX 250 MM (10") SOFTWOOD BELOW THE HARDWOOD. CAP DIMENSIONS SHALL BE 600 MM (24") LONGITUDINAL DIRECTION (LENGTH) BY 1219 MM (48") TRANSVERSE DIRECTION (WIDTH). (SHIP COORDINATE SYSTEM), SEE SHEET 2 FOR BLOCK DETAILS. D. NO NAILS OR METALLIC FASTENERS ALLOWED THROUGH TOP LAYER OF PLYWOOD. NO NAILS OR METALLIC FASTENERS ALLOWED THROUGH TOP LAYER OF PLYWOOD. E. KEEL BLOCKS: KEEL BLOCKS: 1. KEEL BLOCKS ARE LOCATED AT CENTERLINE OF EACH HULL WITH LOCATIONS SHOWN IN TABLE "CAP PROFILES AND DISTANCE BLOCK FROM SRP". THE TABLE DEFINES THE SHAPE IN THE FORE AND AFT DIRECTION. THERE IS NO SHAPE IN THE TRANSVERSE THE FORE AND AFT DIRECTION. THERE IS NO SHAPE IN THE TRANSVERSE DIRECTION. 2. KEEL BLOCKS SHALL BE BUILT UP AS DESCRIBED IN 5.C AND ANY BLOCKING HAVING AN ASPECT RATIO (HEIGHT/LENGTH) GREATER THAN 2, SHALL BE ADEQUATELY CRIBBED OR SHORED IN A FORE AND AFT DIRECTION TO PREVENT THE BLOCKS FROM OVERTURNING. 3. ALL BLOCKING SHALL BE CENTERED UNDER THE FRAMES SHOWN BY THIS DRAWING. NO LONGITUDINAL VARIANCE WILL BE ALLOWED WITHOUT PRIOR APPROVAL. 6. DOCKMASTERS SHALL BE RESPONSIBLE FOR DETERMINING BLOCKING ARRANGEMENTS FOR ALTERNATE CONDITIONS. DOCKMASTERS SHALL BE RESPONSIBLE FOR DETERMINING BLOCKING ARRANGEMENTS FOR ALTERNATE CONDITIONS. 7. MAXIMUM ALLOWABLE TRIM SHALL BE 0.30 M. MAXIMUM ALLOWABLE TRIM SHALL BE 0.30 M. 8. MAXIMUM ALLOWABLE BLOCK PRESSURE SHALL BE 125 PSI MAXIMUM ALLOWABLE BLOCK PRESSURE SHALL BE 125 PSI 9. CRIBBING OF BLOCKS IS REQUIRED WHEN BLOCK HEIGHT TO LENGTH (PARALLEL TO SHIP CENTERLINE) ASPECT RATIO EXCEEDS 2.0. CRIBBING OF BLOCKS IS REQUIRED WHEN BLOCK HEIGHT TO LENGTH (PARALLEL TO SHIP CENTERLINE) ASPECT RATIO EXCEEDS 2.0. MINIMUM THICKNESS OF CRIBBING IS 75 MM (3 INCHES). 10. THE TOP LAYER OF HARDWOOD, BENEATH THE PLYWOOD, OF ALL DOCK BLOCKS SHALL HAVE WOOD GRAIN ORIENTED PERPENDICULAR TO THE TOP LAYER OF HARDWOOD, BENEATH THE PLYWOOD, OF ALL DOCK BLOCKS SHALL HAVE WOOD GRAIN ORIENTED PERPENDICULAR TO THE SHIP CENTERLINE. 11. ALLOW 2550mm CLEARANCE (BELOW BASELINE) FOR RUDDER REMOVAL. ALLOW 2550mm CLEARANCE (BELOW BASELINE) FOR RUDDER REMOVAL. 12. ALLOW 1100mm CLEARANCE (BELOW BASELINE) FOR T-FOIL REMOVAL. ALLOW 1100mm CLEARANCE (BELOW BASELINE) FOR T-FOIL REMOVAL. 13. THE VERTICAL REFERENCE OF THE AFT DRAFT MARKS ARE TO THE BOTTOM OF THE RUDDER, WHICH IS 216 MM BELOW THE UNDERSIDE THE VERTICAL REFERENCE OF THE AFT DRAFT MARKS ARE TO THE BOTTOM OF THE RUDDER, WHICH IS 216 MM BELOW THE UNDERSIDE OF THE KEEL. 14. THE VERTICAL REFERENCE OF THE FORWARD DRAFT MARKS ARE TO THE BOTTOM OF THE T-FOIL, WHICH IS 220 MM BELOW THE THE VERTICAL REFERENCE OF THE FORWARD DRAFT MARKS ARE TO THE BOTTOM OF THE T-FOIL, WHICH IS 220 MM BELOW THE UNDERSIDE OF THE KEEL.
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AutoCAD SHX Text 35.137
AutoCAD SHX Text 38.475
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AutoCAD SHX Text 40.972
AutoCAD SHX Text 7.351
AutoCAD SHX Text 27.475
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TRIM AND STABILITY BOOK
AutoCAD SHX Text 835-8388252
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CAPACITY PLAN
AutoCAD SHX Text 835-8497833
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BLK NO.
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POSITION A
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FR
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POSITION B
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AutoCAD SHX Text 12,900
AutoCAD SHX Text 14,100
AutoCAD SHX Text 16,500
AutoCAD SHX Text 18,900
AutoCAD SHX Text 22,500
AutoCAD SHX Text 41,700
AutoCAD SHX Text 53,700
AutoCAD SHX Text 57,300
AutoCAD SHX Text 80,100
AutoCAD SHX Text 88,500
AutoCAD SHX Text 92,100
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AutoCAD SHX Text L (mm)
AutoCAD SHX Text 11,700
AutoCAD SHX Text 15,300
AutoCAD SHX Text 17,700
AutoCAD SHX Text 21,300
AutoCAD SHX Text 29,700
AutoCAD SHX Text 38,100
AutoCAD SHX Text 40,500
AutoCAD SHX Text 62,100
AutoCAD SHX Text 68,100
AutoCAD SHX Text 75,300
AutoCAD SHX Text 78,900
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FR
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AutoCAD SHX Text 69,300
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AutoCAD SHX Text 93,300
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AutoCAD SHX Text 36,900
AutoCAD SHX Text 48,900
AutoCAD SHX Text 58,500
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DOCKING PLAN (AUSTAL SHIPS)
AutoCAD SHX Text 616-100-103
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CHARLESTON MARINE CONSULTING, LLC
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MT. PLEASANT, SC 20464
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DRAWN BY:
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CHECKED BY:
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A. HORNER/R. BROWNHORNER/R. BROWN
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R. BROWN
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DATE:
AutoCAD SHX Text 9/21/17
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NA
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NA
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NA
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NA
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AutoCAD SHX Text 28,500
AutoCAD SHX Text 32,100
AutoCAD SHX Text 44,100
AutoCAD SHX Text 60,900
AutoCAD SHX Text 64,500
AutoCAD SHX Text 71,700
AutoCAD SHX Text 82,500
AutoCAD SHX Text 24,900
AutoCAD SHX Text 33,300
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AutoCAD SHX Text 54,900
AutoCAD SHX Text 65,700
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AutoCAD SHX Text 83,700
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HULL BTM
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1. PLAN REVISED TO USE 24" LONG BY 48" WIDE CAPS WITH SOFTWOOD LAYER UNDER PLAN REVISED TO USE 24" LONG BY 48" WIDE CAPS WITH SOFTWOOD LAYER UNDER PLYWOOD AND HARDWOOD. TABLES OF CAP PROFILES REVISED TO SUIT. 2. ADDED DETAILS OF CAP AND BASE BLOCKS ON SHEET 2. ADDED DETAILS OF CAP AND BASE BLOCKS ON SHEET 2.
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OCT 2018
WMR
NIKE
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SWBS
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REV.
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SRD
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AutoCAD SHX Text 94421
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AS NOTED
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AutoCAD SHX Text 8388252
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DOCKING PLAN
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SELECTED RECORD DRAWING
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PROFILE SCALE 1:150
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HULLS PORT & STBD HULLS SYMMETRICAL U.N.O. SCALE 1:150
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BASELINE
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WINGFRAME BULKHEAD
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MAST DECK 21200 A/B
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BRIDGE DECK 18650 A/B
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UPPER DECK 15100 A/B
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MEZZ DECK 12400 A/B
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MAIN DECK 9400 A/B
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TOP OF MAST 25688 A/B
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MOORING DECK
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FOREPEAK
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R.C.S VOID
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VOID 5, 6
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AUX ENGINE ROOM
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TANK ROOM
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MAIN ENGINE ROOM
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JET ROOM
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JET OVERHANG
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FUEL TANK
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DELIVERY FUEL TANK
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T-FOIL SEE NOTE 12
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AutoCAD SHX Text AFT MAIN ENGINE SEAWATER INTAKE P&S. DN350 FLOW THROUGH SEA INTAKE DETAILS REF. 5
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AUX ENGINE SEAWATER INTAKE P&S. DN150 FLOW THROUGH SEA INTAKE DETAILS REF. 5
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DOCKING PLUG PORT & STBD POSITION IN LOWEST POINT OF TANK TYP
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ANODE. 12 OFF PER SIDE.TYP
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FOREPEAK
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JET ROOM
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PORT ECHO SOUNDER REF. 4
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STBD SPEED LOG TRANSDUCER REF: S-201J-009
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ECHO SOUNDER PORT SPEEDLOG STBD, REF. 4
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JET GUARD
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TR
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VOID 7, 8 DELIVERY FUEL TANK
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JET GUARD
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WINGFRAME BULKHEAD
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VOID 7, 8 DELIVERY FUEL TANK
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SEE NOTE 11
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AP
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VERTICAL REFERENCE BASELINE
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TUNNEL SECTION FR 81 STBD SIDE LOOKING FWD PORT SIMILAR OPPOSITE SCALE 1:50
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BASELINE
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SRP
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SRP (FR 90)
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DOCKING POSITION "A"
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DOCK BLOCK POSITIONS AS SHOWN
AutoCAD SHX Text AFT DRAFT MARKS, (REF. 7) REFERENCE BOTTOM OF RUDDER, 216 MM BELOW UNDERSIDE OF KEEL
AutoCAD SHX Text FWD DRAFT MARKS, (REF. 7) REFERENCE BOTTOM OF T-FOIL, 220 MM BELOW UNDERSIDE OF KEEL
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BLOCK DETAIL SHOWING MINIMUM ALLOWABLE CAP HEIGHT (325 MM)
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BASE BLOCK
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TRANSVERSE VIEW
AutoCAD SHX Text IF RATIO OF BASE BLOCK HEIGHT TO BASE BLOCK LENGTH EXCEEDS 2, CRIBBING REQUIRED FOR BLOCK STABILITY
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BASE BLOCK
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LONGITUDINAL VIEW
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SOFTWOOD, 150 MM (MIN) GRAIN PARALLEL TO SHIP CENTERLINE
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HARDWOOD, 150 MM (MIN) GRAIN PERPINDICULAR SHIP CENTERLINE
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25 MM PLYWOOD
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BLOCK DETAIL SHOWING MAXIMUM ALLOWABLE CAP HEIGHT (1200 MM)
AutoCAD SHX Text LAYERS OF HARDWOOD, ALTERNATING DIRECTION OF GRAIN, TO BUILD UP TO REQUIRED HEIGHT
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25 MM PLYWOOD
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HARDWOOD, 150 MM (MIN) GRAIN PERPINDICULAR SHIP CENTERLINE
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SOFTWOOD, 250 MM (MAX) GRAIN PARALLEL TO SHIP CENTERLINE
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25 MM PLYWOOD
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BASE BLOCK
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BASE BLOCK
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A
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SWBS
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SCALE:
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CAGE CODE
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SIZE
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SHEET OF
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DRAWING NO.
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REV.
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AS NOTED
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DOCKING PLAN
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SELECTED RECORD DRAWING
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SRD
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PROFILE SCALE 1:150
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HULLS PORT & STBD HULLS SYMMETRICAL U.N.O. SCALE 1:150
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BASELINE
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WINGFRAME BULKHEAD
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MAST DECK 21200 A/B
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BRIDGE DECK 18650 A/B
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UPPER DECK 15100 A/B
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MEZZ DECK 12400 A/B
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MAIN DECK 9400 A/B
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TOP OF MAST 25688 A/B
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MOORING DECK
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FOREPEAK
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R.C.S VOID
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VOID 5, 6
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VOID 7, 8
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AUX ENGINE ROOM
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TANK ROOM
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MAIN ENGINE ROOM
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JET ROOM
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JET OVERHANG
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FUEL TANK
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DELIVERY FUEL TANK
AutoCAD SHX Text FWD DRAFT MARKS, (REF. 7) REFERENCE BOTTOM OF T-FOIL, 220 MM BELOW UNDERSIDE OF KEEL
AutoCAD SHX Text AFT DRAFT MARKS, (REF. 7) REFERENCE BOTTOM OF RUDDER, 216 MM BELOW UNDERSIDE OF KEEL
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T-FOIL SEE NOTE 12
AutoCAD SHX Text FWD MAIN ENGINE SEAWATER INTAKE P&S. DN350 FLOW THROUGH SEA INTAKE DETAILS REF. 5
AutoCAD SHX Text AFT MAIN ENGINE SEAWATER INTAKE P&S. DN350 FLOW THROUGH SEA INTAKE DETAILS REF. 5
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AUX ENGINE SEAWATER INTAKE P&S. DN150 FLOW THROUGH SEA INTAKE DETAILS REF. 5
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DOCKING PLUG PORT & STBD POSITION IN LOWEST POINT OF TANK TYP
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ANODE. 12 OFF PER SIDE.TYP
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FOREPEAK
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R.C.S VOID
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VOID 5, 6
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AUX ENGINE ROOM
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TANK ROOM
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MAIN ENGINE ROOM
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JET ROOM
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