Page 40 - Construction Waterproofing Handbook
P. 40

2.4   CHAPTER TWO
                                                          Prefabricated Drainage System
                                                          Installation
                                                          The product can be laid into preexisting
                                                          trenches available from foundation construction
                                                          or trenches constructed specifically for the
                                                          drainage field. The width of the trench is typi-
                                                          cally 2–6 in wide. The depth of the trench is
                                                          determined upon the actual site conditions and
                                                          soil permeability. Figure 2.6 represents a typical
                                                          drainage detail.
                                                             The prefabricated plastic drains usually
                                                          permit the excavated soil to be used as back-
                      FIGURE 2.2 Typical foundation premanufac-  fill, eliminating the requirement for special
                      tured drainage system with geotextile attached.
                      (Courtesy of American Wick Drain Corporation)  backfill material.  The backfill must be
                                                          mechanically  compacted   in   layers.
                                                          Geotextile covering is selected based on the
                                                          soil conditions. Here are the basic geotextiles
                                                          required for typical soil conditions:
                                                          ● High clay content—nonwoven needle-
                                                            punched geotextile
                                                          ● Sandy soils—woven materials with high
                                                            permeability
                                                          ● High silt content—small-opening geotextiles

                                                             Soils of any combinations of the above
                                                          types generally require testing to be per-
                                                          formed and specific recommendation by the
                                                          drainage system manufacturer.
                                                             Manufacturer-provided tees, splicing
                      FIGURE 2.3 Isometric detail of drainage system.  connectors and outlet connectors should be
                      (Courtesy of American Wick Drain Corporation)
                                                          used as designed. The system is designed to
                                                          collect and drain water in a variety of ways
                      that meet specific site requirements. Drainage can be as simple as outflow to bare soil
                      away from the structure as surface drainage, or it can be designed to outflow into munic-
                      ipal storm drains.



          MANUFACTURED DRAINAGE SYSTEMS

                      In addition to the premanufactured foundation and soil drainage systems, there are also
                      available drainage systems used in conjunction with both vertical and horizontal below-
                      grade waterproofing systems.  These drainage systems provide additional protection
                      against water infiltration and effectively reduce hydrostatic pressure against below-grade
                      envelope components.
   35   36   37   38   39   40   41   42   43   44   45