Entire Document - California Department of Boating and Waterways ...

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BerthLengths(ft)Table B-6 Single Berth Widths for SailboatsWidthDesignFormula6.5 ln L b - 10.5(ft)Single Berth Widths for Sailboats0.125 ft reduction per ft below 30 ft0.075 ft reduction per foot above 40 ftPreliminaryLayout & PlanningWidth Reduction(L b / 5) + 5.5 - R sb = Reduced Width(ft)SECTION B Water Areas - Page 13RecommendedBerthWidths(ft)16 7.5 8.7 -1.75 6.95 7.018 8.3 9.1 -1.50 7.60 8.020 9.0 9.5 -1.25 8.25 8.522 9.6 9.9 -1.00 8.90 9.524 10.2 10.3 -0.75 9.55 10.026 10.7 10.7 -0.50 10.20 10.528 11.2 11.1 -0.25 10.85 11.030 11.6 11.5 11.532 12.0 11.9 12.034 12.4 12.3 12.536 12.8 12.7 13.038 13.1 13.1 13.040 13.5 13.5 13.542 13.8 13.9 -0.15 13.75 14.044 14.1 14.3 -0.30 14.00 14.046 14.4 14.7 -0.45 14.25 14.548 14.7 15.1 -0.60 14.50 14.550 14.9 15.5 -0.75 14.75 15.052 15.2 15.9 -0.90 15.00 15.054 15.4 16.3 -1.05 15.25 15.556 15.7 16.7 -1.20 15.50 15.558 15.9 17.1 -1.35 15.75 16.060 16.1 17.5 -1.50 16.00 16.062 16.3 17.9 -1.65 16.25 16.564 16.5 18.3 -1.80 16.50 16.566 16.7 18.7 -1.95 16.75 17.068 16.9 19.1 -2.10 17.00 17.070 17.1 19.5 -2.25 17.25 17.572 17.3 19.9 -2.40 17.50 17.574 17.5 20.3 -2.55 17.75 18.076 17.6 20.7 -2.70 18.00 18.078 17.8 21.1 -2.85 18.25 18.580 18.0 21.5 -3.00 18.50 18.5
Table B-7SINGLE BERTH LAYOUT PLANNING DATAPowerboatsSailboats“F”Width<strong>of</strong>Finger(ft)“L b ”Length<strong>of</strong>Berth(ft)Numbered Equations: See Table B-81 2 3 4 5 6TotalBerthArea(ft 2 )ActualDeckArea(ft 2 )BerthsperAcreTotalBerthArea(ft 2 )ActualDeckArea(ft 2 )BerthsperAcre2.53.04.05.016 352.5 72.0 123.6 330.7 70.1 131.718 427.1 79.9 102.0 396.4 77.4 109.920 504.9 87.4 86.3 464.6 84.4 93.822 607.5 107.2 71.7 557.2 103.8 78.224 692.4 115.3 62.9 631.6 111.5 69.026 779.6 123.2 55.9 707.8 119.0 61.528 869.0 131.0 50.1 785.8 126.5 55.430 960.4 138.6 45.4 865.5 133.8 50.332 1053.7 146.2 41.3 946.7 141.1 46.034 1148.8 153.6 37.9 1029.4 148.3 42.336 1316.1 200.0 33.1 1183.9 194.4 36.838 1418.2 209.3 30.7 1273.0 203.4 34.240 1521.9 218.5 28.6 1363.3 212.4 32.042 1626.9 227.7 26.8 1454.7 221.4 29.944 1733.4 236.8 25.1 1547.3 230.3 28.246 1841.1 245.9 23.7 1641.0 239.2 26.548 1950.2 254.9 22.3 1735.6 248.0 25.150 2060.4 263.9 21.1 1831.3 256.8 23.852 2171.8 272.8 20.1 1927.9 265.5 22.654 2284.3 281.7 19.1 2025.4 274.3 21.556 2397.9 290.6 18.2 2123.8 283.0 20.558 2512.5 299.5 17.3 2223.0 291.7 19.660 2628.2 308.3 16.6 2323.1 300.3 18.862 2864.0 382.1 15.2 2543.2 374.0 17.164 2985.3 392.8 14.6 2648.5 384.6 16.466 3107.6 403.6 14.0 2754.6 395.2 15.868 3230.7 414.3 13.5 2861.4 405.8 15.270 3354.6 425.0 13.0 2969.0 416.3 14.772 3479.4 435.6 12.5 3077.2 426.9 14.274 3605.1 446.3 12.1 3186.0 437.4 13.776 3731.5 456.9 11.7 3295.5 447.9 13.278 3858.7 467.6 11.3 3405.7 458.5 12.880 3986.6 478.2 10.9 3516.4 468.9 12.4SECTION B Water Areas - Page 14
Page 1 and 2: Layout & DesiG nGUIDELINESforMarina
Page 3 and 4: Special AcknowledgmentDepartment of
Page 5 and 6: D3. Material Pile Types 38D3.1 Conc
Page 7 and 8: contractors, marina owners and oper
Page 9 and 10: oarding floatboarding piera platfor
Page 12 and 13: mean lower low water (MLLW)a tidal
Page 14 and 15: slopethe inclination of a dock, gan
Page 16 and 17: SECTION BW A T E R A R E A SB1. Gen
Page 18 and 19: B4.1.3 In cases where the berth len
Page 22 and 23: SECTION B Water Areas - Page 15
Page 24 and 25: Table B-8DOUBLE BERTH LAYOUT PLANNI
Page 26 and 27: B5. Minimum Required Number of Acce
Page 28 and 29: SECTION CB E R T H I N GC1. Dimensi
Page 30 and 31: C1.2.2 Main Walkways - Maximum Leng
Page 32 and 33: C2.2.3 ULL of 40#/ft 2 may benecess
Page 34 and 35: definition of “near” cannot bei
Page 36 and 37: C6. PontoonsC6.1 Pontoons in floati
Page 38 and 39: C6.8.2 Circular pontoons load in a
Page 40 and 41: circumstances. Swing moorings work
Page 42 and 43: as a two, three or four-boat maximu
Page 44 and 45: SECTION DG U I D E P I L E SD1. Gen
Page 46 and 47: D3.1 Concrete Piles. Prestressedcon
Page 48 and 49: D3.3.1 Pressure treatment is necess
Page 50 and 51: SECTION EU T I L I T I E SE1. Utili
Page 52 and 53: fueling stations and other marina s
Page 54 and 55: E4.11.2 Dry standpipes have exactly
Page 56 and 57: E5.8 It is highly recommended that
Page 58 and 59: SECTION FS H O R E L I N E S T R U
Page 60 and 61: F2.6.1.3 Openings in guard rails sh
Page 62 and 63: encroachment into the minimum clear
Page 64 and 65: Exception 4.In facilities containin
Page 66 and 67: SECTION GL A N D A R E A SG1. Vehic
Page 68 and 69: G1.3.Minimum Parking Space Dimensio
Page 70 and 71:
G2.7 Restroom buildings shall be ba
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APPENDIX ASECTIONS B-GC O M M E N T
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APPENDIX ASECTION B - WATER AREASC
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APPENDIX ASECTION C - BERTHINGC O M
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season, nor is it too liberal to me
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...................................
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maintained in river environments in
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shut down for several weeks in May
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C3.3 DL + LPLCommentary:Using the D
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galvanized water tank, for example,
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applications. Dock storage boxes in
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enter the pontoon. This will dimini
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Many RPL product advertisements cla
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competent inspection during the man
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center of gravity, work well on boa
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Extreme Example #1: The original mo
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APPENDIX ASECTION D - GUIDE PILESC
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casting yard must be diligent to in
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driving industry, butt first drivin
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APPENDIX ASECTION E - UTILITIESC O
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...................................
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structures. With its high expansion
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consideration must be given to the
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asin water surface areas required f
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When potable water lines and hosebi
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APPENDIX ASECTION F - SHORESIDE STR
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...................................
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surface colors also can have a nega
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change in a primary function and co
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APPENDIX A - COMMENTARYSECTION G -
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...................................
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APPENDIX BADAAG 15.2 / ADA-ABA 1003
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4.8.2 shall not apply to the gangwa
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15.2.3.1 Dispersion. Accessible boa
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inches (1525 mm) wide minimum.EXCEP
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