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Samson Oceanfront Park <br />City of Sunny Isles <br />Technical Specifications <br />EARTHWORK 02200-1 <br /> <br />SECTION 02200 - EARTHWORK <br /> <br />PART 1 - GENERAL <br /> <br />1.01 <br />B. RELATED WORK: <br />SCOPE: <br /> <br />A. Summary of Work: The CONTRACTOR shall furnish all labor, equipment, and materials for all <br />excavating, trenching, filling, embankment construction, backfilling, compacting, grading and all <br />related items of earthwork necessary to complete the work indicated or specified. <br /> <br /> <br />1. 02050 Demolition <br />2. 02110 Clearing and Land Preparation <br />3. 02221 Trenching, Backfilling and Compacting <br /> <br />1.02 <br />A. American Society of Testing Materials, (ASTM): <br />APPLICABLE PUBLICATIONS: <br /> <br />1. D698-00a – Standard Test Methods for Laboratory compaction Characteristics of Soil <br />Using the Standard Effort (12,400 ft-lbf/ ft3 (600 kN-m/m3)). <br />2. D1557-00 - Standard Test Methods for Laboratory compaction Characteristics of Soil <br />Using the Modified Effort (56,000 ft-lbf/ ft3 (2,700 kN-m/m3)). <br />3. D2487-00 – Standard Practice for Classification of Soils for Engineering Purposes <br />(Unified Soil Classification System) <br />4. D4253-00 – Standard Test Methods for Maximum Index Density and Unit Weight of <br />Soils Using a Vibratory Table. <br />5. D4254-00 – Standard Test Methods for Minimum Index Density and Unit Weight of <br />Soils and Calculation of Relative Density. <br /> B. Florida Department of Transportation (FDOT) <br /> <br />1. "Standard Specifications for Road and Bridge Construction," latest edition, (FDOT). <br /> <br />C. Miscellaneous Project Data: <br />1. Subsurface soil data logs are provided for the CONTRACTOR’s reference: <br />a. Report of Geotechnical Exploration, Samson Oceanfront Park, 17425 Collins Avenue, Sunny <br />Isles Beach, FL, November 7, 2014. By Arehna Engineering, Inc. <br /> <br />1.03 DEFINITIONS: <br /> <br />A. Select Fill: <br />B. <br />Select Backfill shall be clean material free from organic material, clods, and stones <br />greater than three inches around structures and other areas. Select backfill shall be placed where <br />indicated on the Drawings. Select backfill is required where higher control of materials and <br />placement is needed such as roadway embankments and adjacent to structures. <br /> <br />Random Fill: <br /> <br /> Random Backfill shall be clean material free from organic material, clods, and stones <br />greater than six inches. Random backfill shall be placed where indicated on the Drawings. <br />Random backfill is required where stable backfill is needed to maintain slopes and grades, but will <br />not retain water or be adjacent to structures. <br />C. Unclassified Fill <br /> <br />: Unclassified Fill shall be material used to bring areas to grade where there is no <br />potential for slope erosion and the fill will not support a structure of critical function. Unclassified