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Table B-8DOUBLE BERTH LAYOUT PLANNING DATAPowerboatsSailboats“F”Width<strong>of</strong>Finger(ft)“L b ”Length<strong>of</strong>Berth(ft)Numbered Equations: See Table B-107 8 9 10 11 12TotalBerthArea(ft 2 )ActualDeckArea(ft 2 )BerthsperAcreTotalBerthArea(ft 2 )ActualDeckArea(ft 2 )BerthsperAcre2.53.04.05.016 311.2 48.3 140.0 289.5 46.3 150.518 381.2 53.6 114.3 350.5 51.1 124.320 454.2 58.6 95.9 414.0 55.7 105.222 541.1 69.7 80.5 490.8 66.3 88.824 620.4 74.8 70.2 559.6 71.0 77.826 702.0 79.7 62.1 630.2 75.5 69.128 785.7 84.5 55.4 702.6 80.0 62.030 871.5 89.1 50.0 776.6 84.3 56.132 959.2 93.7 45.4 852.2 88.6 51.134 1048.7 98.1 41.5 929.2 92.8 46.936 1175.1 122.0 37.1 1042.9 116.4 41.838 1269.7 127.3 34.3 1124.5 121.4 38.740 1365.9 132.5 31.9 1207.3 126.4 36.142 1463.4 137.7 29.8 1291.2 131.4 33.744 1562.4 142.8 27.9 1376.3 136.3 31.646 1662.6 147.9 26.2 1462.5 141.2 29.848 1764.2 152.9 24.7 1549.6 146.0 28.150 1866.9 157.9 23.3 1637.8 150.8 26.652 1970.8 162.8 22.1 1726.9 155.5 25.254 2075.8 167.7 21.0 1816.9 160.3 24.056 2181.9 172.6 20.0 1907.8 165.0 22.858 2289.0 177.5 19.0 1999.5 169.7 21.860 2397.2 182.3 18.2 2092.1 174.3 20.862 2565.9 219.6 17.0 2245.0 211.5 19.464 2677.8 225.3 16.3 2341.0 217.1 18.666 2790.7 231.1 15.6 2437.8 222.7 17.968 2904.4 236.8 15.0 2535.2 228.3 17.270 3019.0 242.5 14.4 2633.3 233.8 16.572 3134.4 248.1 13.9 2732.2 239.4 15.974 3250.7 253.8 13.4 2831.7 244.9 15.476 3367.7 259.4 12.9 2931.8 250.4 14.978 3485.5 265.1 12.5 3032.6 256.0 14.480 3604.1 270.7 12.1 3133.9 261.4 13.9SECTION B Water Areas - Page 17
SECTION B Water Areas - Page 18
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 20 and 21: BerthLengths(ft)Table B-6 Single Be
Page 22 and 23: SECTION B Water Areas - Page 15
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
Page 72 and 73: APPENDIX ASECTIONS B-GC O M M E N T
Page 74 and 75:
APPENDIX ASECTION B - WATER AREASC
Page 76 and 77:
APPENDIX ASECTION C - BERTHINGC O M
Page 78 and 79:
season, nor is it too liberal to me
Page 80 and 81:
...................................
Page 82 and 83:
maintained in river environments in
Page 84 and 85:
shut down for several weeks in May
Page 86 and 87:
C3.3 DL + LPLCommentary:Using the D
Page 88 and 89:
galvanized water tank, for example,
Page 90 and 91:
applications. Dock storage boxes in
Page 92 and 93:
enter the pontoon. This will dimini
Page 94 and 95:
Many RPL product advertisements cla
Page 96 and 97:
competent inspection during the man
Page 98 and 99:
center of gravity, work well on boa
Page 100 and 101:
Extreme Example #1: The original mo
Page 102 and 103:
APPENDIX ASECTION D - GUIDE PILESC
Page 104 and 105:
casting yard must be diligent to in
Page 106 and 107:
driving industry, butt first drivin
Page 108 and 109:
APPENDIX ASECTION E - UTILITIESC O
Page 110 and 111:
...................................
Page 112 and 113:
structures. With its high expansion
Page 114 and 115:
consideration must be given to the
Page 116 and 117:
asin water surface areas required f
Page 118 and 119:
When potable water lines and hosebi
Page 120 and 121:
APPENDIX ASECTION F - SHORESIDE STR
Page 122 and 123:
...................................
Page 124 and 125:
surface colors also can have a nega
Page 126 and 127:
change in a primary function and co
Page 128 and 129:
APPENDIX A - COMMENTARYSECTION G -
Page 130 and 131:
...................................
Page 132 and 133:
APPENDIX BADAAG 15.2 / ADA-ABA 1003
Page 134 and 135:
4.8.2 shall not apply to the gangwa
Page 136 and 137:
15.2.3.1 Dispersion. Accessible boa
Page 138 and 139:
inches (1525 mm) wide minimum.EXCEP
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