1999-13 - Laserfiche WebLink

Home Browse Search

5. Gated Entrances Create traffic access control section 952.12(l 0), to read as follows: ""0 Gated entrances. Gated entrances may be approved if the applicant: U Demonstrates that the entrance and gate are located and designed so that: 1. Passenger vehicles, including -customary -service vehicles, can approach the entrance and gate in a manner that is safe and that does not impede traffic flow on the adjacent travelway: and 2. Passenger vehicles, including customary service vehicles, that are denied entrance may be turned around without encroaching onto the adjacent public right -of --wax, and may safely exit onto the adjacent travelway. 6. Exception to Littoral one Requirements his have benefitted a. The from the Works half -street because of his ability to obtain design that allows turn around access directly areas from the half -street and therefore shall be subject swing to area) to encroach into the obligation to dedicate -of --way based without upon compensation the right-of-way following criteria: necessary to bring the half -street up to local road standard. 5. Gated Entrances Create traffic access control section 952.12(l 0), to read as follows: ""0 Gated entrances. Gated entrances may be approved if the applicant: U Demonstrates that the entrance and gate are located and designed so that: 1. Passenger vehicles, including -customary -service vehicles, can approach the entrance and gate in a manner that is safe and that does not impede traffic flow on the adjacent travelway: and 2. Passenger vehicles, including customary service vehicles, that are denied entrance may be turned around without encroaching onto the adjacent public right -of --wax, and may safely exit onto the adjacent travelway. separation of at least 70 feet between the gate and the adjacent existing travelway edge of pavement ii separation of at least 50 feet from the gate to the nearest ri h way intersection (edge,ght-of--wai) internal to the project, ill separation of at least 25 feet from the gate to the nearest driveway internal to the project. Separation distances required under ii and ill above may be modified by the Public Works Director or his designee based on alternative designs that adequately address factors such as entry -way width and clear zone characteristics, and that meeteg_ nerally accepted engineering standards and practices. Obtains approval from the Public Works Director or his designee for the proposed design." 6. Exception to Littoral one Requirements his a. The Public Works Director or designee may approve a design that allows turn around areas (but not a gated or gate - swing area) to encroach into public right -of --way based upon the following criteria: separation of at least 70 feet between the gate and the adjacent existing travelway edge of pavement ii separation of at least 50 feet from the gate to the nearest ri h way intersection (edge,ght-of--wai) internal to the project, ill separation of at least 25 feet from the gate to the nearest driveway internal to the project. Separation distances required under ii and ill above may be modified by the Public Works Director or his designee based on alternative designs that adequately address factors such as entry -way width and clear zone characteristics, and that meeteg_ nerally accepted engineering standards and practices. Obtains approval from the Public Works Director or his designee for the proposed design." Amend Section 934.05, to read as follows: "Sec. 934.05 Water Management Standards. Any excavation or mining activity in the unincorporated county which results in the creation or expansion of a waterbody (as defined in Chapter 901) greater than one half acre in size shall be subject to the following standards, except as specifically exempted in Section 934.04 of this chapter. The littoral zone provisions of this section shall not apply to created or expanded waterbodies of any size in cases where the St. Johns River Water Management District has permitting jurisdiction and does not require littoral zone(s) due to permanent pool volume design or other design parameters. (1) A littoral zones) shall be established as part of the created waterbody. A design and management plan must be submitted which shall: (a) Include a topographic map of the proposed littoral zones) showing the control elevation contour and the minus two -and -one -half -foot (2 '/2') control water elevation contour, and include a cross-sectional Coding: Words in strtke Offatt type are deletions from existing law. Words underlined are additions. 8 6. Exception to Littoral one Requirements Amend Section 934.05, to read as follows: "Sec. 934.05 Water Management Standards. Any excavation or mining activity in the unincorporated county which results in the creation or expansion of a waterbody (as defined in Chapter 901) greater than one half acre in size shall be subject to the following standards, except as specifically exempted in Section 934.04 of this chapter. The littoral zone provisions of this section shall not apply to created or expanded waterbodies of any size in cases where the St. Johns River Water Management District has permitting jurisdiction and does not require littoral zone(s) due to permanent pool volume design or other design parameters. (1) A littoral zones) shall be established as part of the created waterbody. A design and management plan must be submitted which shall: (a) Include a topographic map of the proposed littoral zones) showing the control elevation contour and the minus two -and -one -half -foot (2 '/2') control water elevation contour, and include a cross-sectional Coding: Words in strtke Offatt type are deletions from existing law. Words underlined are additions. 8