Laserfiche WebLink
B . Contractor shall perform all earthwork necessary for backfill with suitable material , all <br /> excavated areas and prepare same for receiving restoration sod. Backfill shall be <br /> adequately compacted to provide firm bearing for the deadmen . Where required to repair <br /> eroded areas CONTRACTOR shall install filter fabric and backfill with granular material . <br /> 1 . 11 SODDING <br /> A. CONTRACTOR shall furnish and install solid sod of the type that existed prior to the <br /> construction for restoration . Sod shall be installed in accordance with Section 575 of the <br /> ,. Florida Department of Transportation Standard Specifications for Road and Bridge <br /> Construction. <br /> 1 . 12 RECORD DOCUMENTS <br /> A . Upon completion of the project the CONTRACTOR shall provide the ENGINEER with <br /> complete accurate record documents of the actual project details as constructed. <br /> 1 . 13 . SEAWALL STANDARDS <br /> A. In the absence of standards or conflicts materials and construction methods shall be in <br /> r accordance with the Florida Department of Transportation Standard Specifications for <br /> Road and Bridge Construction latest revision (FDOTSSRBC) . <br /> B . Minimum 28day concrete compressive strength shall be 3000psi FDOTSSRC Section 346 <br /> Class 1) . Seawall cap shall be sized as per existing cap . As a minimum cap shall <br /> be <br /> reinforced with 4 number 5 ' s and number 3 ties at 24 inches on center. Tie rods to be a <br /> minimum of 1 inch diameter hot dipped galvanized with PVC sleeve . Ties to have a <br /> minimum spacing of 10 ' on center with minimum 3 ' by 3 ' reinforced concrete , deadmen . <br /> Filter fabric shall be installed prior to backfill. After concrete curing, cap shall receive two <br /> coats of "Thorocoat" or other approved waterproof protective coating . <br /> C . Reinforcing materials shall meet ASTM A615 Grade 60. Concrete shall receive a broom <br /> finish with joints per existing cap . Form work shall conform to ACI 347 "Recommended <br /> practice for Concrete Formwork" . Apply form coating to all forms . Continuous moist curing <br /> shall be provided immediately after finishing for a minimum of 3 days . Forms shall remain a <br /> minimum of 5 days . <br /> END TECHNICAL SPECIFICATIONS <br /> t <br /> Page 30 of 55 <br />