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Permit Review Detail
Review Status: Completed
Review Details: FLOODPLAIN
Permit Number - T05OT00852
Review Name: FLOODPLAIN
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/27/2005 | BLANCA ESPINO | ENGINEERING | REVIEW | Denied | Site Plan 1. Please include a response letter with the next submittal that states how all comments have been addressed. Include plans/redlines from previous plan submittal. 2. The site plan is drawn at a standard engineering scale no larger than 1" = 60' on a sheet(s) no larger than 30" by 42" (24" by 36" recommended) and includes, but is not limited to, the following: D.S. 2-02.2.2.1.A 3. All lettering and dimensions shall be the equivalent of twelve (0.12") point or greater in size. The purpose of this requirement is to assure that all lettering is legible when reviewed and will maintain that legibility when reproduced and photographically reduced (microfilmed) for record-keeping purposes. D.S. 2-05.2.1.C Correct all text overlays. 4. Indicate contour intervals along with the north arrow and scale. This should be placed together. D.S. 2-02.2.1.A.1 5. Indicate legal property description, parcel code. D.S. 2-02.2.1.A.2 A Lot Combination is required. Contact Zoning for more information about the Lot Combination. 6. Indicate project address. 3300 N. Stone Ave. is not the parcel's address. Correct and revise. D.S. 2-02.2.1.A.3 7. Indicate location map. D.S. 2-02.2.1.A.4 8. Indicate lot dimensions and bearings. D.S. 2-02.2.1.A.5 9. Indicate all existing and proposed buildings and structures, including roof slope and location of downspouts with sidewalk scuppers. D.S. 2-02.2.1.A.6 Sidewalks shall be flood free for all storm discharges of up to a ten (10) year flood event. Add note, "All roof spouts will be routed under any adjacent sidewalk." D.S. 2-08.3.1 & 4.1.E 10. Indicate existing, future and or widening sight visibility triangles. D.S. 2-02.2.1.A.10 PAAL/Alley to Arterial; Near 345', Far 125'. 11. Clearly identified pedestrian circulation. The sidewalk area cannot be placed across the refuse location area due to refuse vehicle backup. D.S. 2-02.2.1.A.12 Relocate pedestrian pathway. 12. If applicable, indicate location, type, size and height of existing and proposed signage. D.S. 2-02.2.1.A.13 13. Add Note: Parcel is in a FEMA Floodplain, Zone AE, FIRM Panel 1638K effective date February 8, 1999. D.S. 2-02.2.1.A.15 As per the Hydrology Report, indicate; Water Surface Elevation, Finished Floor Elevations and Datum used. 14. Indicate drainage patterns and finish grades. Do not obstruct offsite to onsite flows. D.S. 2-02.2.1.A.16 15. Indicate estimated cut and fill quantities. D.S. 2-02.2.1.A.17 A Grading Plan/Review may be required due to the fill that may or may not be imported. 16. Indicate if street is Public or Private. Stone Ave is a MS&R with Future R.O.W. of 90 feet which intersects with Fort Lowell Road, requiring a widening of 120 feet by 300 feet then an additional 300 feet tapering to 90 feet. Indicate widening and tapering. Align driveway access to existing driveway across the street. Closed unused driveways. Show adjacent driveways. D.S. 2-02.2.1.A.18 17. Dimensioned right-of-way, including any applicable Major Streets and Routes (MS&R) Plan right-of-way. D.S. 2-02.2.1.A.19 18. If applicable, indicate all easements of record to be graphically shown on the plan together with recording docket and page reference. D.S. 2-02.2.1.A.20 19. Dimension from street monument lines to existing, proposed and future curbs, sidewalks, driveways and utility lines. D.S. 2-02.2.1.A.21 20. Indicate existing topographic contours at intervals not exceeding two (2) feet and/or spot elevations as pertinent and Bench Mark based on City of Tucson Datum, including City Field Book and page number. D.S. 2-02.2.1.A.23 21. Indicate refuse container location, size and access thereto fully dimensioned. Demonstrate vehicle maneuverability fully dimensioned. Indicate a refuse enclosure detail as per D.S. 6-01.4.2 22. Dimension backup spur at west end of PAAL. Hydrology Report 1. Correct and revise all sheets to indicate the correct address. 3300 N. Stone Ave. is not the correct address. 2. Sheet 1 indicates that the project address is 120 E. Mohave Street. Correct and revised. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 05/18/2005 | BETH GRANT | OUT TO CUSTOMER | Completed |
| 05/18/2005 | SUE REEVES | REJECT SHELF | Completed |