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<br />The following construction procedures should be untaken to provide adequate support to a <br />building foundation. <br /> <br />1. Prior to the commencement of construction operations, remove any topsoil, vegetation, <br />and debris from the existing ground surface within the proposed building pad plus a <br />lateral distance of 5 feet. <br /> <br />2. Upon removal of the topsoil, vegetation, and debris, the ground surface within the <br />building pad shall be compacted with a heavy vibratory roller to a minimum density of <br />98.0'percent of the ASTM 0-1557 (Modified Proctor) maximum dry density to ensure <br />uniform support. <br /> <br />3. Any additional fill material required for building pad areas should be structural fill that is <br />clean and granular with not more than 5 percent passing the No. 200 sieve. Maximum <br />particle size for the structural fill shall be one half of the compacted lift thickness, and 3 <br />inches in the upper 1 2 inches of pad fill. The structural fill shall be placed in lifts no <br />greater than 12 inches thick prior to compaction. Structural fill shall be compacted to a <br />minimum density equal to 95 percent of the ASTM 0-1557 (Modified Proctor) maximum <br />dry density. <br /> <br />4. Density testing shall be performed on the original ground surface once compaction is <br />performed and then on each lift of compacted fill. Density tests shall be performed at a <br />rate of one per 2000 SF of building area. <br /> <br />5. Install auger cast piles in accordance with fmal structural plans and specifications. Piling <br />installation must be monitored by GeoVerse, Inc. or another qualified geotechnical testing <br />laboratory to verify depth of installation, steel placement, volume of concrete installed; <br />compressive strength of concrete and rate of removal of the auger or tremmie pipe. <br /> <br />Multi-Purpose Court <br />The Multi-Purpose Court areas should be prepared in accordance with the following guidelines: <br /> <br />1. Thoroughly clear the court area and an additional 5 feet laterally of vegetation and <br />organic materials prior to compaction. <br /> <br />2. Upon removal of the topsoil, vegetation, or debris, the ground surface within the court <br />area shall be proof rolled with a heavy vibratory roller (CA-25 or equivalent) operating at <br />maximum frequency and moving at walking speed. The proof rolling shall consist of a <br />total 0 f2 0 complete coverages 0 f the court area in two perpendicular directions. The <br />proof rolling shall be monitored by Geo Verse, Inc. or another qualified geotechnical <br />testing laboratory. <br /> <br />3. Any additional fill material required for the court area should be structural fill that is <br />clean and granular with not more than 5 percent passing the No. 200 sieve. Maximum <br />particle size for the court fill shall be one half of the compacted lift thickness, and 3 <br />inches in the upper 12 inches of pad fill. <br /> <br />555 Sawgrass Corporate Parkway' Sunrise, Florida 33325. (954) 835-9055. FAX (954) 835-9044 <br /> <br />n <br /> <br />LJ <br /> <br />n <br /> <br />tLJ <br /> <br />n <br /> <br />LJ <br /> <br />n <br /> <br />u <br /> <br />n <br />u <br /> <br />n <br /> <br />u <br /> <br />n <br /> <br />LJ <br /> <br />n <br /> <br />LJ <br /> <br />n <br /> <br />LJ <br /> <br />n <br />I <br /> <br />LF <br /> <br />n <br /> <br />u <br /> <br />n <br /> <br />u <br /> <br />n <br /> <br />u <br /> <br />n <br /> <br />u <br /> <br />n <br /> <br />u <br /> <br />n <br /> <br />LJ <br /> <br />n <br /> <br />u <br /> <br />n.- <br /> <br />(~LJ <br />\~~n <br /> <br />u <br />