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Paving

             280   CHAPTER EIGHT



                              lines in Figure 8-2. If the house is on a hill, the driveway should not
                                                                      3
                              slope more than 14%—a rise or fall of 1-  4 in. per ft. of length—or a
                              car’s undercarriage and back bumper will scrape the ground at the top
                              and bottom of the slope (Figure 8-3). If there is no slope to or from the
                              street, flat driveways should be crowned or cross-sloped a minimum
                                1
                              of  4 in. per foot to drain water off the surface (Figure 8-4). The top of
                              a driveway slab should be 1–2 in. below the carport or garage slab and
                              1–2 in. above the street surface. Concrete driveways should be 4–6 in.




                                                    10'-0"
                                                     MIN.
                                                                  DRIVEWAY

                                1/2" ISOLATION                           EXISTING
                                JOINT EACH SIDE                          SIDEWALK




                             DRIVEWAY APRON

                                                                    3' TO 5'
                                                    1/2"            RADIUS
                              CURB                  ISOLATION
                                                    JOINT
                                                                 GUTTER LINE
                                                  16' TO 20' MIN.
                                                 CURB OPENING
                                                      PLAN

                                                                                     ISOLATION
                                                    EXISTING SIDEWALK                JOINT EACH
                      GUTTER           CURB BEYOND                                   SIDE


                                                          4 – 6"                       4 – 6"
                           8 – 12"
                                                       REINFORCING MESH
                                 6 – 8 FEET
                                                      SECTION
               FIGURE 8-1
             Driveway design guidelines. (from Portland Cement Association, The Homeowner’s Guide to Building With Con-
             crete, Brick and Stone, PCA, Skokie, Illinois).


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