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2012-036
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2012-036
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Last modified
2/18/2025 3:21:41 PM
Creation date
10/5/2015 9:16:01 AM
Metadata
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Ordinances
Ordinance Number
2012-036
Adopted Date
11/06/2012
Agenda Item Number
10.A.1.
Ordinance Type
Land Development Regulations
State Filed Date
11\14\2012
Entity Name
Stormwater Management and Flood Protection
Code Number
Chapter 930 and Chapter 401 Amendmnts
Subject
Flood Maps New Flood Regulations
Codified or Exempt
Codified
Supplemental fields
SmeadsoftID
11548
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ORDINANCE 2012-036 <br />design characteristics. <br />(i) Material specifications for culverts and storm sewers. The following pipe <br />materials are acceptable: <br />1. Reinforced concrete pipe, fiber reinforced concrete pipe, bituminous <br />coated corrugated steel pipe, aluminum pipe, aluminum pipe arch, <br />bituminous -coated structural plate steel pipe, bituminous -coated steel pipe <br />arch, and HDPE N-12. Other pipe materials may be used, if approved for <br />the intended use by the Florida Department of Transportation. The <br />minimum diameter of single-family residential driveway or stormwater <br />management system discharge culverts shall be twelve (12) inches or its <br />cross-sectional equivalent; <br />2. Workmanship and pipe materials shall conform to FDOT Standard <br />Specifications, latest edition; <br />3. FDOT approved pipe material shall be used under county right-of-way <br />pavement and into salt water outfalls. Concrete for reinforced concrete <br />box culverts shall conform to FDOT Standard Specifications, latest <br />edition; <br />4. inlets. Design and spacing of inlets shall be in accordance with FDOT <br />Standard Specifications, latest edition., or Indian River County <br />Specifications. <br />(j) Drainage structures. All cross drains and storm sewers shall have headwalls, <br />flared -end sections, or terminating structures in accordance with Indian River <br />County Specifications or FDOT Standard Specifications, latest edition. Endwalls, <br />inlets, or other appropriate terminating and intermediate structures; and backflow <br />devices may be required where necessary. Exfiltration systems shall be equipped <br />with clean outs at all terminating points. <br />(k) Temporary ponding is allowable in areas specifically designed with high <br />percolation rates (such as east of SR A -1-A on the Barrier Island). The design <br />shall be such that ponding does not last more than eight (8) hours. Temporary <br />ponding in parking lots is permissible, if of shallow depth. <br />(1) Materials used in drainage facilities which cross, traverse, or encroach upon major <br />roads as depicted on the Indian River County Thoroughfare Plan shall be of <br />FDOT approved materials, acceptable to the Indian River Public Works Director <br />and designed for a minimum fifty-year life. <br />(m) (1) All stormwater facilities shall be established in dedicated stormwater <br />Underline: Additions to Ordinance <br />Strike-thretgh+ Deleted Text from Existing Ordinance <br />21 <br />C:\Documents and Settings\tlister\Desktop\Revised IRC Flood Protect Ord final 10-26-12.rtf <br />
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