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APPLICATION COMPLETENESS REVIEW
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PT 17-7
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APPLICATION COMPLETENESS REVIEW
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Last modified
5/3/2017 4:00:19 PM
Creation date
5/2/2017 10:56:34 AM
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Template:
PDD_Planning_Development
File Type
PT
File Year
17
File Sequence Number
7
Application Name
FURTICK PARTITION
Document Type
Application Completeness Review
Document_Date
4/26/2017
External View
Yes
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Siormwater Constraints could be used in the written statement in response to how the proposal meets the flood <br />control standard EC 9.6791(' Also, the paragraphs m section 5.0 of the Stormwater Management Plan and <br />Drainage Smdy, labeled as Proposed Development Stormwater Description could be used in the "nttVD statement <br />in response to how the proposal meets the water quality standards at EC 9.6792. <br />As an informational item, the maxiumum drainage catchment to be modeled per the Presumptive Approach is one <br />(1) acre. <br />Rater Supply Requirements <br />Submitted <br />Missing <br />Incomplete <br />N/A <br />11 <br />El <br />71 <br />F, <br />13. Include a diagram (including diameter) of existing and proposed water <br />mains. <br />❑ <br />❑ <br /> <br />❑ <br />14. Show existmg and proposed lire hvdrants. <br />Comments: <br />Please show existing and proposed fire hydrants on the plans so that we are able to scale the distance of the <br />existing hydrant relative <br />to the development site. or please provide a distance from the fire hydrant to a point of <br />reference. <br />Street and Utility Improvement Requirements <br />Submitted <br />Nlissin <br />Incomplete <br />N/A <br />❑ <br />❑ <br />❑ <br />❑ <br />15. Note on the plan proposed public improvements and whether they are to <br />be constructed ublicly or <br />privately. <br />16 Note on the plat the location, size and species of existing and proposed <br />street trees. <br />❑ <br />❑ <br />❑ <br />0 <br />17. Note on plat the location of any existing or proposed street Lights. <br />Comments: <br />As an informational item, standard street improvements include street lights. <br />Contour Intervals <br />Submitted <br />Missing <br />Incomplete <br />N/.A <br />0 <br />❑ <br />❑ <br />❑ <br />I R Note on the plans the City Bench Mark used. <br />❑ <br />One-toot contour intervals for ground slopes up to five percent <br />z <br />Two-foot contour intervals for ground slopes between five and ten percent. <br />❑ <br />Five-foot contour intervals for ground slopes exceeding ten percent. <br />Comments: <br />Supporting Analysis and Documents <br />Submitted <br />Missing <br />Incom fete <br />N/A <br />0 <br />[j <br />E] <br />❑ 19. Submit prehminarv title report per 9.8-210(l) <br />. <br />Comments: <br />Geotechnical Report Requirements <br />Submitted <br />Missing/ <br />Incomplete/ <br />- <br />/ <br />Inconsistent <br />Unsupported <br />N/A <br />The applicant's analysis must address EC 9.6710 and AO 58-02-25- <br />Complete <br />Data <br />Data <br />F: - <br />'0. Level I Geotechnical Analvsis has been submitted because the <br />development includes public improvements and has site slopes <br />between 5 and 10 percent. The report includes' required record <br />❑ <br />❑ <br />❑ <br />❑ <br />data; a description of the development and property' a specific <br />statement regarding the absence or presence of unstable soils; and <br />concludes that the site is suitable for the proposed development <br />without further investigation or recommendations. Level 3 is <br />required ifspecific recommendations are necessary <br />21. Level Geotechnical Analvsis has been submitted because the <br />development includes public improvements and has site slopes <br />equal to or greater than 10%. The report includes: all of the Level <br />0 <br />❑ <br />❑ <br />❑ <br />L information above, test pit locations consistent with the interval <br />requirements in Exhibit A of AO 58-02-25-F; and test pit results are <br />profiled and show soil classilications and ground water elevation. <br />Conclusion must also be per Level 1; if not. a Level 3 is required. <br />
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