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Florida Erosion and Sediment Control Inspector's Manual ` <br /> • <br /> Typical Layouts <br /> Streams, Ponds, and Lakes (Protected and Non-Tidal) <br /> r <br /> STREAM FLOW <br /> ANCHOR PT. r <br /> STAKE OR ANCHOR, <br /> EVERY 100 ' (TYPICAL) r <br /> SHORELINE ® FILL AREA <br /> r <br /> LMTS OF , • <br /> 1006 <br /> CONSTR. <br /> SHORELINE - <br /> (J l/ w <br /> ANCHOR PL TURBIDITY <br /> TAN s THIS DISTANCE IS VARIABLE <br /> CURTA N <br /> r <br /> Tidal Waters and/or Heavy Wind and Wave Action r <br /> FLOOD <br /> r EBB <br /> PROPOSED TOE <br /> OF SLOPE <br /> - ; r <br /> i r -moi <br /> r r <br /> It <br /> �0 • <br /> 41 Iw <br /> EXISTING . r <br /> CAUSEWAY <br /> r <br /> ANCHOR k r <br /> ANCHOR BUOY <br /> SHORELINE BARRIER MOVEMENT SHORELINE <br /> ANCHOR PT. �-' DUE TO TIDAL CHANGE ANCHOR PT. <br /> r <br /> • THIS DISTANCE IS VARIA8LE ® FILL AREA <br /> r <br /> Plate 4.45c Typical Installation Layouts- <br /> Source: FDOT Roadway and Traffic Design Standards <br /> r <br /> 4- 122 <br /> r <br />