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2000-217
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Last modified
4/23/2024 3:15:55 PM
Creation date
4/23/2024 3:15:39 PM
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Template:
Official Documents
Official Document Type
Work Authorization
Approved Date
07/11/2000
Control Number
2000-217
Agenda Item Number
14.B.2.
Entity Name
Camp Dresser & McKee, Inc.
Subject
Recycling/Collection Center Safety Improvements
Repairs to Conveinence Center
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40 <br />• <br />C-1 <br />ATTACHMENT B <br />SCOPE OF SERVICES <br />INDIAN RIVER COUNTY SOLID WASTE DISPOSAL DISTRICT <br />ENGINEERING SERVICES FOR <br />REPAIRS TO CONVENIENCE CENTERS <br />PROJECT UNDERSTANDING <br />The Solid Waste Disposal District has identified three items that require repairing at the <br />Municipal Solid Waste Convenience Centers. The work consists of repairing a broken and <br />dislodged portion of the retaining wall on the southern end of the Roseland Center. The Oslo <br />and Winter Beach Centers require a means of travel between the upper and lower levels. Since <br />County Staff identified these issues requiring immediate response, CDM will coordinate the <br />design and Construction of the remediation with John Dean Architect. John Dean Architect <br />will meet with CDM, visit each site, and make recommendations. Capon acceptance by County <br />Staff, the recommendations will be designed and constructed. John Dean will negotiate a Price <br />and hire a contractor to perform the construction. John Dean will review the construction in the <br />field and authorized invoices when construction is complete. <br />Task 1.0 - Engineering, Architectural, and Construction Services <br />CDM has visited the three sites requiring remedial action. CDM met with John Dean Architect <br />to provide a proposal and recommendations regarding the repair to the retaining wall, and the <br />means of travel between the upper and lower levels of the convenience centers identified above. <br />The fees in the proposal are based on the following recommended actions- <br />A. The broken portion of the retaining wall at Roseland will be removed alomig with a small <br />amount of concrete slab on the upper level. Rebar dowels will be drilled into the existing <br />concrete and a new section of retaining wall be formed. Tile retaining wail will be poured <br />in place and a similar handrail installed. The section of slab on the upper deck will be <br />replaced where it was removed. A temporary warning fence will be used during <br />construction. <br />S. Oslo Convenience Center: Tire installation of a stairway at the retaining wail between the <br />upper and lower level is not practical at this time. A stairway would block the access to the <br />retaining wall by the roll -off truck. There is a highly eroded pathway between the upper <br />and lower levels. John Dean recommends the pathway be filled with soil and compacted. <br />Approximately 75 feet of 4 feet high chain-link fencing be installer{ to protect the public <br />from the drop-off. Beyond the end of the fence and a safe distance from the road, a set of <br />concrete steps (7-10 steps) will be poured with a handrail to make the transition between <br />the upper and lower levels. The pathway leading to the steps would be made of marl. <br />RVI 141 <br />B-1 <br />
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