Application Incomplete Letter - Laserfiche WebLink

stormwater discharge to Lane County systems. 3- Sheet P04 is a table containing all of the existing stormwater and wastewater structures. This sheet IDs existing Comments: structures by calling out "Structure #XXXXX" The problem is that the numbers on this sheet do not correspond to any City Structures and it makes it impossible to see the diameter of the pipes of the existing piped public system. Water Supply Requirements Submitted Missing Incomplete N/A ❑ ® ❑ ❑ 15. Include a diagram (including diameter) of existing and proposed water mains. ❑ ® ❑ ❑ 16. Show existing and proposed fire hydrants. Comments: 15- Update Sheet P10 to show the diameter of the existing and proposed water mainline. 16- Update Sheet P10 to show the nearest Fire Hydrant Street and Utility Improvement Requirements Submitted Missing Incomplete N/A ® ❑ ❑ ❑ 17. Show existing and proposed public and private improvements. ® ❑ ❑ ❑ 18. Note on the plan whether public improvements are to be constructed public] or privately. ❑ ❑ ❑ ® 19. Note on the plat the location, size and species of existing and proposed street trees. ❑ ❑ ❑ ® 20. Note on plat the location of any existing or proposed street lights. Comments: Contour Intervals Submitted Missing Incomplete N/A ® ❑ ❑ ❑ 21. Note on the plans the City Bench Mark used. ® One-foot contour intervals for ground slopes up to five percent. ❑ Two-foot contour intervals for ground slopes between five and ten percent. ❑ Five-foot contour intervals for ground slopes exceeding ten percent. Comments: Supporting Analysis and Documents Submitted Missing Incomplete N/A ® ❑ ❑ ❑ 22. Submit preliminary title report per 9.8510(l). Comments: Geotechnical Report Requirements Submitted Missing/ Incomplete / / Inconsistent Unsupported N/A The applicant's analysis must address EC 9.6710 and AO 58-02-25-F. Complete Data Data 23. Level 1 Geotechnical Analysis has been submitted because the site slopes are between 5 and 10 percent or because the development includes public improvements. The report includes: ❑ ❑ ® ❑ required record data; a description of the development and property; a specific statement regarding the absence or presence of unstable soils; and concludes that the site is suitable for the proposed development without further investigation or recommendations. Level 3 is required ifspecific recommendations are necessary. 24. Level 2 Geotechnical Analysis has been submitted because the site slopes are equal to or greater than 10%. The report includes: all of the Level 1 information above; test pit locations consistent with ❑ ❑ ❑ ® the interval requirements in Exhibit A of AO 58-02-25-F; and test plt results are profiled and show soil classifications and ground water elevation. Conclusion must also be per Level 1; if not, a Level 3 is required. 25. Level 3 Geotechnical Analysis has been submitted because either ❑ ❑ ❑ ® Level 1 or Level 2 reports identified potential stability issues that necessitate design-specific eotechnical recommendations. The Public Works Subdivision Tentative Completeness Review Form Revised June 2016 Page 2 of 4