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CITY OF SUNNY ISLES BEACH – CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES <br />UTILITY UNDERGROUNDING AND ROADWAY IMPROVEMENTS (CCNA) - RFQ NO. 18-08-01 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />SECTION J - FORMS AND ATACHMENTS <br /> <br />PROJECT NAME Garden Acres Neighborhood Improvements <br />Oakland Park, Florida <br />OWNER / CLIENT Ms. Jennifer Frastai, ICMA-CM <br />Director of Engineering & Community Development <br />City of Oakland Park <br />5399 N. Dixie Highway, Suite 3 <br />Oakland Park, Florida 33334 <br />Phone: (954) 630-4477 <br />Email: Jenniferf@oaklandparkfl.gov <br />PROJECT COMPLETION DATE Design: 2012 - 2013 <br />Construction: 2013 - 2014 <br />CTA FEES $195,069.00 <br />FINAL CONSTRUCTION COST $2,644,372.00 (4 Change Orders) <br />PROJECT SUMMARY <br />Garden Acres was a single-family residential neighborhood approximately with an area of <br />approximately 24 acres. The new drainage system consists of 4” deep roadway swales, <br />drainage pipes and structures, exfiltration trenches and two controlled discharge points into <br />an existing drainage system located within the NE 6th Avenue right-of-way. The roadway <br />swales help with the storage and convey the runoff from the roadway and the house lots. <br />The swales and exfiltration trenches handle the water quality volume generated by the <br />roadway right-of-way area. CTA analyzed the system using ICPR software. CTA provided <br />design, permitting and CEI services for the project. The roadway restoration consisted of <br />4,985 linear feet of roadway. The drainage <br />system consisted of 2,136 linear feet of <br />storm sewer, 4,171 linear feet and of <br />exfiltration trench. The project also included <br />major roadway, water and sanitary sewer <br />improvements. The water improvements <br />consisted of 5,591 linear feet of 6” diameter <br />main, and 962 linear feet of 8” diameter <br />main. The sanitary improvements consisted <br />of 7,045 linear feet of 8” diameter sewer, <br />218 linear feet of 4” diameter forcemain, and <br />1,044 linear feet of 6” diameter forcemain. <br />Improvements included two lift stations. <br /> <br /> <br /> <br /> <br /> <br />J | Page 4