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2015-019
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2015-019
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Last modified
4/2/2018 11:45:13 AM
Creation date
4/25/2016 1:24:13 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
02/10/2015
Control Number
2015-019
Agenda Item Number
8.G.
Entity Name
Andersen Andre Consulting Engineer, Inc
Subject
Work Order No.1
South County Regional Park
Testing
Area
South County Regional Park
Alternate Name
AED
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AACE'. <br />ANDERSEN ANDRE CONSULTING ENGINEERS, INC. <br />Geotechnical Engineering <br />Construction Materials Testing <br />Environmental Consulting <br />Indian River County Engineering Department <br />1801 27th Street <br />Vero Beach, Florida 32960 <br />Attention: Mr Christopher J. Kafer Jr., P.E. <br />County Engineer <br />December 22, 2014 <br />AACE Proposal No. P14-392 <br />PROPOSAL FOR CONSTRUCTION MATERIALS TESTING <br />INDIAN RIVER COUNTY INTERGENERATIONAL RECREATION CENTER <br />INDIAN RIVER COUNTY, FLORIDA <br />Per your request, Andersen Andre Consulting Engineers, Inc. (AACE) is pleased to present this <br />proposal for performing construction materials testing for Indian River County's proposed <br />Intergenerational Recreation Center located in Vero Beach, Florida. <br />Based on our review of the Civil Plans prepared for the subject site by Masteller & Moler, Inc. (M&M) <br />dated November 12, 2014 and provided to us by the County, we understand that the proposed <br />recreational facility will be constructed on approximately 12 acres of the 75.11 -acre County -owned <br />parent tract located at the northeast corner of Oslo Road and 20`h Avenue. This phase of the project <br />(Phase I) includes the construction of a 37,753 square -foot recreation building, approximately 140,000 <br />square feet of paved parking, a two -cell stormwater management pond (separated by a httoral planting <br />area) and two dry retention ponds, as well as an outdoor event lawn, various patio areas, sidewalks and <br />entranceway features. Additional project elements include drainage improvements and utility <br />installations. Based on our review of M&M's Paving and Grading plans, it appears that approximately <br />3-4 feet of fill will be needed to raise the site to proposed grades. <br />We understand that the services for which we are preparing this proposal include density testing of all <br />soil and base rock as well as concrete testing associated with site work activities, and also for vertical <br />construction. For the purposes of this proposal, we have separated our services (and costs) as follows: <br />Site Work <br />► Density testing for building pads, parking <br />lot, roadways, utility and stormdrain <br />excavation backfill, sidewalk, and patio <br />subgrade; <br />► Compressive strength of concrete testing <br />for sidewalks and curbing; <br />Vertical Construction <br />► Density testing for building footings, <br />conduit backfill, etc.; <br />► Compressive strength of concrete testing <br />for building construction and pads, <br />573 SW Biltmore Street, Port St. Lucie, Florida 34983 Ph: 772-807-9191 Fx: 772-807-9192 www.aaceinc.com <br />
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