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2004-018B
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2004-018B
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Last modified
8/18/2016 1:57:48 PM
Creation date
9/30/2015 7:16:51 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/20/2004
Control Number
2004-018B
Agenda Item Number
11.I.2
Entity Name
Applied Technology & Management
Subject
Contract Specifications
Mitigation Reef Design
Area
Ambersand Beach Sectors 1 & 2
Bid Number
6031
Archived Roll/Disk#
3209
Supplemental fields
SmeadsoftID
3595
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INDIAN RIVER COUNTY MITIGATION REEF PROJECT <br /> TECHNICAL AND ENVIRONMENTAL SPECIFICATIONS <br /> consent of the COUNTY'S representative . The CONTRACTOR shall not be paid for any <br /> material placed outside the designated locations or not in accordance with these <br /> Technical and Environmental Specifications . <br /> 17 . 10 Minimum Clearance . The top of placed rock shall not be above -6 feet relative to <br /> Mean Lower Low Water ( MLLW ) or —7 .65 ft NGVD , in accordance with conditions of the <br /> Permits . <br /> 17 . 11 High Relief High Complexity ( HRHC) . As indicated in the plans , the HRHC reef <br /> shall have a vertical relief of between 3 feet and 6 feet above the bottom and boulders <br /> will in some areas be stacked with overlapping for interlocking of individual stones. The <br /> Mitigation Area footprint will contain approximately 20% open sand surface , designated <br /> in the Plans and construction drawings as the 120-foot by 10-foot rectangular spaces <br /> located between the 120400t by 50-foot reef units . <br /> The boulders used in the construction of the HRHC reef shall be placed such that <br /> individual boulders have multiple points of contact with other stones , contacting all <br /> adjacent stones to the greatest degree possible . <br /> There shall be height variation across the structure . The most seaward and landward <br /> portions of each 120-foot by 50-foot reef rectangle ( i . e . , the complete outside perimeter <br /> of the combined HRHC rectangular reef structures ) shall have a high structure with the <br /> maximum allowed vertical from the bottom of the adjacent (sand ) bed . <br /> The seaward "crest" of the HRHC mitigation area shall be at least two stones in vertical <br /> relief for stability. The landward and seaward portions of the structure shall have a1 : 3 <br /> slope off of the bed for stability. <br /> The outside perimeter of the HRHC mitigation area shall have a high relief as compared <br /> to portions of the structure toward the center, which shall vary between the lowest <br /> acceptable vertical relief (34eet) and the highest acceptable vertical relief (6-feet) , and <br /> shall include portions where the vertical relief is between these limits . <br /> The center portion of the Mitigation Reef Area shall consist of one layer, two layers , and <br /> three layers of stones in an equal proportion within each individual 120-foot by 50-foot <br /> rectangle to create the desired complexity. <br /> If an equal proportion of high relief and low relief structure is not present within the reef <br /> units , such that the CONTRACTOR is found to be placing an unequal proportion of one <br /> layer rock or three layer rock , the COUNTY may require the CONTRACTOR to adjust <br /> the proportions of the placed rock vertical relief. <br /> Layered stones shall overlap and interlock with surrounding stones to the highest degree <br /> possible to ensure stability of the reef. A total of 4 . 96 acres of HRHC reef shall be <br /> constructed as shown in the Plans . Additionally , material shall be placed in accordance <br /> with Section 18 of these Technical and Environmental Specifications . <br /> TS- 12 <br />
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