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3. Correcting scrivener's error: subdivision cul-de-sac standard. <br />Amend subdivision and platting ordinance section 913.09(3)(D)2. as <br />follows: <br />2. All cul-de-sacs shall terminate with a circular right-of- <br />way having a minimum outside diameter of one hundred <br />( 100 ) feet and a pavement . • diameter of no less than <br />seventy-five (75) feetISMOMMUSIMM. <br />If closed drainage <br />is constructed, the right-of-waymay be reduced to <br />eighty-eight (88) feet (see figure). <br />Reduction in the amount of surety required, other than a <br />final draw or reduction, may be authorized by the public <br />works director after completion of any distinct and <br />separable phase or portion of the required improvements. <br />The amount of any given reduction shall not exceed eighty <br />(80) percent of the cost of the completed work, as <br />determined by the public works director following review <br />of a cost estimate for said work prepared and certified <br />by the developer's engineer. A reduction in construction <br />security shall not be construed as acceptance of the <br />improvements. •_ -• - • - • - <br />provided elsewhere in <br />establishment of proper <br />required. <br />mal acceptance <br />this chapter, <br />maintenance <br />shall occur as <br />and only upon <br />security, where <br />5. Correcting scrivener's error: paragraph numbering. Amend the <br />introductory sentence of site plan ordinance section 914.14(12): <br />(12) The following information is required to be noted or <br />graphically depicted on all site plans: <br />6. Correcting scrivener's error: AASHTO standards for parking lot <br />construction. Amend off-street parking ordinance section <br />954.10(1)(b) as follows: <br />(b) A six -inch -thick limerock or cemented coquina base <br />compacted to a ninety-eight (98) percent maximum density <br />(using AASHTO T-180) or a six -inch -thick soil -cement base <br />having a minimum seven-day compressive strength of three <br />hundred (300) psi and compacted to ninety-eight (98) <br />percent maximum density (using •MIS M AASHTO T- <br />180). <br />7. Correcting scrivener's error: driveway construction standard <br />reference. Amend off-street parking ordinance section 954.10(5) as <br />follows: <br />(5) Driveway aprons constructed in the county right-of-way, <br />where a paved county road exists and connects <br />developments proposed for site plan approval, shall be of <br />the flexible pavement or rigid pavement design, as <br />specified in section �• 954.10(1) and (2) above, <br />and shall be constructed only after receipt of an0 Indian <br />River County Department of Public Works permit. <br />8. Update on rezoning published notice requirement. Amend <br />administrative mechanisms section 902.12(4)(b)l as follows: <br />1. Published notice requirement. The community development <br />department shall publish the material contents of the <br />application, together with a map indicating the area <br />Coding: Words in Loll • -• type are deletions from existing law. <br />Words underlined are additions. <br />2 <br />4. <br />Correcting <br />error: <br />bonding <br />-out <br />scrivener's <br />subdivision <br />procedure. <br />Amend <br />subdivision <br />and platting ordinance section <br />913.11(4)(B) <br />as follows: <br />Reduction in the amount of surety required, other than a <br />final draw or reduction, may be authorized by the public <br />works director after completion of any distinct and <br />separable phase or portion of the required improvements. <br />The amount of any given reduction shall not exceed eighty <br />(80) percent of the cost of the completed work, as <br />determined by the public works director following review <br />of a cost estimate for said work prepared and certified <br />by the developer's engineer. A reduction in construction <br />security shall not be construed as acceptance of the <br />improvements. •_ -• - • - • - <br />provided elsewhere in <br />establishment of proper <br />required. <br />mal acceptance <br />this chapter, <br />maintenance <br />shall occur as <br />and only upon <br />security, where <br />5. Correcting scrivener's error: paragraph numbering. Amend the <br />introductory sentence of site plan ordinance section 914.14(12): <br />(12) The following information is required to be noted or <br />graphically depicted on all site plans: <br />6. Correcting scrivener's error: AASHTO standards for parking lot <br />construction. Amend off-street parking ordinance section <br />954.10(1)(b) as follows: <br />(b) A six -inch -thick limerock or cemented coquina base <br />compacted to a ninety-eight (98) percent maximum density <br />(using AASHTO T-180) or a six -inch -thick soil -cement base <br />having a minimum seven-day compressive strength of three <br />hundred (300) psi and compacted to ninety-eight (98) <br />percent maximum density (using •MIS M AASHTO T- <br />180). <br />7. Correcting scrivener's error: driveway construction standard <br />reference. Amend off-street parking ordinance section 954.10(5) as <br />follows: <br />(5) Driveway aprons constructed in the county right-of-way, <br />where a paved county road exists and connects <br />developments proposed for site plan approval, shall be of <br />the flexible pavement or rigid pavement design, as <br />specified in section �• 954.10(1) and (2) above, <br />and shall be constructed only after receipt of an0 Indian <br />River County Department of Public Works permit. <br />8. Update on rezoning published notice requirement. Amend <br />administrative mechanisms section 902.12(4)(b)l as follows: <br />1. Published notice requirement. The community development <br />department shall publish the material contents of the <br />application, together with a map indicating the area <br />Coding: Words in Loll • -• type are deletions from existing law. <br />Words underlined are additions. <br />2 <br />