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2019-184
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2019-184
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Last modified
11/20/2019 10:44:53 AM
Creation date
11/20/2019 10:44:38 AM
Metadata
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Template:
Official Documents
Official Document Type
Work Order
Approved Date
11/05/2019
Control Number
2019-184
Agenda Item Number
8.R.
Entity Name
Masteller & Moler, Inc.
Subject
Work Order 7
8th Street 24" Force Main Relocation
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include the requirements for abandonment of portions of the system replaced by new main, and demolition of <br />certain existing fixtures. Due to the "Preliminary" nature of the FDOT Project Plans, we shall coordinate with <br />the FDOT as needed to ensure the Roadway Improvements and related Stormwater Improvements and the <br />Utility Relocation Plans are not in conflict. Additionally, the designs shall be supported by maintenance of traffic <br />standards consistent with FDOT Specifications. <br />The following information is requested from the Utilities Department: <br />1. Existing Maximum Pump Flow Condition for County Lift Station #89; <br />2. Existing system pressure in the 24" Force Main at the Project location; <br />3. Further information on a possible bypass of the existing 24" Force Main to the South WWTP so as to <br />possibly eliminate costly wet tapping of the existing force main. <br />Task C — Quality Assurance / Quality Control EnIzineering Review <br />Consultant shall use the services of our directional boring engineering sub -consultant, Jim Williams, PE of <br />Brierley Associates, to perform Quality Assurance and Quality Control engineering review services throughout <br />the design phase as follows: <br />• 60% Plans review <br />• 100% Plans review <br />Consultant will coordinate with Jim Williams, PE of Brierly Associates to ensure that the proposed directional <br />bore results in the best design and force main route with the lowest construction, operational, and maintenance <br />cost to the County. <br />Task D — Soils Engineering Services <br />Consultant shall use the services of our soils engineering sub -consultant KSM Engineering & Testing to provide <br />soil engineering services for the project along the proposed route corridor as follows: <br />• Perform two (2) soil borings to a depth of 45' on either side of the Lateral "C" Canal along the <br />directional bore route; and <br />• Provide a report detailing all findings and conclusions as to the suitability of the subsurface soils for <br />the project. <br />Task E — Permitting <br />We shall secure permits for the proposed work from the following agencies: <br />• Indian River Farms Water Control District <br />• Indian River County Public Works: <br />1. Road Crossings <br />2. Soil Borings <br />Permit application fees are not included in this Work Authorization. <br />Exhibit A — Page 2 <br />
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