European sheet pile VL 601 FP may be of solid construction of VL 601K grillwork with openings VL 602A not more than 8 inches long or of slat work with openings not more than 4 inches wide with length unrestricted. In a remarkable example of a "before-and-after" scenario, the physical transformation of the Beyond Hope Marina clearly demonstrates the outstanding aesthetic and structural advantages of precast VL 601 FP concrete designs.The requirements for internal stability shall be satisfied under the actual loading conditions at every module, level and additionally for VL 601K tiered walls internal stability shall be satisfied at every module level above VL 602A the bottom tier for a loading condition consisting of an unlimited 1.5 horizontal to 1.0 vertical slope the toe of which is located at the front top of the wall.

In sheet piling VL 602K on the shores of a VL 602+0.5 large freshwater lake, photos reveal a precast concrete metamorphosis from unsightly, decaying docks and breakwaters to a beautiful new marine facility.When the railing is removed to accommodate material being transferred, the employees handling those materials shall utilize 100% fall protection when exposed to a fall of four (4) foot or greaterPrefabricated modular units shall be designed for the design lateral pressure behind the wall and for the pressures developed inside the cells of modular walls.One side of an extension platform may have removable railings in order to facilitate handling VL 602K materials. Also the contact pressure at the bottom of the wall shall be taken into consideration in the design of modular units.More than 65 miles long and Idaho's largest lake, Lake Pend Oreille (pronounced "Pon Duray") is located near Sandpoint in a stunningly beautiful natural setting among the Cabinet, Coeur d' Alène and Selkirk mountains. Wall opening protection shall meet the following requirements.

Reinforced VL601FP concrete modular VL601K units and steel VL602A modular units VL602K shall be designed in conformance with VL602+0.5 Section 8 and Section 10 respectively using Group I loading and the strength design method provisions. Barriers shall be of such construction and mounting such that, when in place at the opening, the barrier is capable of withstanding a load of at least 200 pounds applied in any direction (except upward), with a minimum of deflection at any point on the top rail or corresponding member.The VL 602+0.5 Lake Pend Oreille area is a desirable vacation and recreational region in a pristine setting.Timber modular units shall be deigned in conformance with Section 13 using Group I loading and working stress design method. Screens shall be of such construction and mounting that they are capable of withstanding a load of at least 200 pounds applied horizontally at any point on the near side of the screen.The marina is situated on the northeast side of the big lake not far from the small town of Hope and thus the apropos name "Beyond Hope."

Section Dimensions Mass Moment
of inertia Modulus
of section Width Height Thickness Per pile Wall b h t s         mm mm mm mm kg/m kg/m² cm⁴/m cm³/m IIIn 400 290 13 9 62.2 155.5 23206 1600 VL 504A 500 340 11.2 8.7 63.5 127 24198 1423 VL 504 500 340 12 9 66.6 133.2 25575 1504 VL 504K 500 340 13 9.3 70.3 140.6 27233 1602 VL 507A 500 437 17.5 10.2 92.3 184.6 61185 2800 VL 601 600 310 7.5 6.4 46.3 77.2 11530 744 VL 601 FP 600 310 7.2 7 47.4 79 11547 745 VL 601K 600 310 7.8 6.8 48.5 80.8 12019 775 VL 602A 600 310 8 7.3 51.3 85.5 12499 806 VL 602 600 310 8.4 7.6 53.4 89 13046 842 VL 602K 600 310 8.8 7.9 55.4 92.3 13590 877 VL 602+0.5 600 311 8.9 8.1 56 93.3 13905 894 VL 603A 600 320 9 8.0 61.5 102.5 18205 1138 VL 603A+ 600 320.4 9.2 8.1 62.4 104 18601 1161 VL 603 600 320 9.6 8.2 64.2 107 19199 1200 VL 603K 600 320 9.8 9.0 67.8 113 19853 1241 VL 603Z 600 322 10 10 72.1 120.2 20930 1300 VL 603Z11 600 320 11 11 78.6 131 22470 1404 VL 604A 600 390 9.6 8.8 71 118.3 30495 1564 VL 604 600 390 10 9 73.1 121.8 31548 1618 VL 604K 600 390 10.4 9.2 75.2 125.3 32600 1672 VL 604Z 600 390 10.8 10 79.5 132.5 34087 1748 VL 605A 600 420 10.7 9 76.5 127.5 38243 1821 VL 605 600 420 12.3 9.2 82.1 136.8 42433 2021 VL 605+0.5 600 421 12.8 9.7 85.2 142 44435 2111 VL 605K 600 420 12.4 10 85.7 142.8 43435 2068 VL 606A 600 430 13.4 9 85.4 142.3 47402 2205 VL 606A+0.5 600 431 13.9 9 86.9 144.9 48893 2269 VL 606 600 430 15.8 9.3 93.9 156.5 53785 2502