_____________________________________________________________________________________ <br /> <br />Staff Report | Braewood Hills 3rd Addition (PDT 24-1 & ST 24-3) <br />16. The location of proposed Joint Access Easements shall also be clearly shown and labeled <br />as such on final PUD plans. <br /> <br />The development will be served by the three private streets as previously discussed: Randy <br />Lane, and the two streets currently shown in the application materials as Stonehedge Way and <br />Stonehedge Court. The private streets will connect to the intersection of Randy Lane and <br />Blacktail Drive. Proposed access connections will comply with this criterion per the findings at <br />EC 7.420 Access Connections as discussed in the Public Works referral comments which are <br />available in the file for review. These access connection standards will also be applied in more <br />detail at the time of site development and building permits, when driveway connections are <br />proposed for development of the lots. <br /> <br />(g) EC 9.6750 Special Setback Standards. <br /> <br />No special setbacks are required for future right-of-way or public utility easements. <br /> <br />(h) EC 9.6775 Underground Utilities. <br /> <br />The applicant acknowledges that these standards will apply at the time of future development. <br />Based on the available information, and future permitting requirements, this standard is met. <br /> <br />(i) EC 9.6780 Vision Clearance Area. <br /> <br />This standard applies to Lot 15 at the existing intersection of Randy Lane and Hawkins Lane, to <br />Lots 24 and 29 at the proposed street intersection of Stonehedge Way and Randy Lane, and to <br />Lots 12 and 17 at the intersection of the private streets currently named Stonehedge Way and <br />Stonehedge Court. The applicant’s plans show no existing or proposed visual obstructions that <br />would pose a hazard to the traveling public. These standards will be further enforced at the <br />time of development. <br /> <br />(j) EC 9.6791 through 9.6797 regarding stormwater flood control, quality, flow <br />control for headwaters area, oil control, source control, easements, and <br />operation and maintenance. <br /> <br />EC 9.6791 Stormwater Flood Control: The proposed development is located above 500 feet in <br />elevation and drains to Videra Creek, thereby triggering the requirement to have post- <br />development peak runoff rates equal to or less than pre-development peak runoff rates. As <br />confirmed in the Public Works referral comments (available in the file for review) and <br />incorporated herein by reference, the applicant is proposing to connect to an existing 24-inch <br />culvert located on-site. Once runoff has been discharged to the existing culvert it will then flow <br />to the existing public system within Hawkins Lane and out to Videra Creek. The applicant is <br />proposing to detain post-development runoff rates so that they will not exceed pre- <br />development runoff rates, via underground pipes within the proposed private conveyance <br />system. <br /> <br />Page 21 of 87