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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL TI
Permit Number - T05CM04195
Review Name: COMMERCIAL TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/11/2005 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Passed | |
| 08/11/2005 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 08/11/2005 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Passed | |
| 08/12/2005 | JIM EGAN | FIRE | REVIEW | Approved | |
| 08/18/2005 | GERRY KOZIOL | WWM | REVIEW | Passed | |
| 08/23/2005 | DAN CASTRO | ZONING | REVIEW | Denied | Zoning Review may not approve the building plans prior to site plan approval and Structural review approval of building plans. Assure that heihgt, size, and location of all new structures shown on the site plan match the building plans. |
| 08/30/2005 | LINDA BUCZYNSKI | ELECTRICAL-COMMERCIAL | REVIEW | Passed | |
| 09/06/2005 | PAUL MACHADO | ENGINEERING | REVIEW | Denied | To: Hudson Design DATE: September 6, 2005 Robert M. Wier 439 N. 6tn Avenue Tucson, Arizona 85705 SUBJECT: 8900 E. Golf Links Road, New Life Church Site plan T05CM04182 (First Review) T14S, R15E, Section 27 RESUBMITTAL REQUIRED: Site Plan and Drainage Report. The Site Plan (SP) and Drainage Report (DR) cannot be approved as submitted. Please address the following review comments prior to the next submittal. Site Plan: 1. Please include a response letter to the comments along with the corrected copies of the SP. 2. As per the Federal ADA requirements, all wheel chair ramps shall have the truncated domes instead of the standard grooves that are shown on COT SD 207. Aside from the Truncated Domes, all wheel chair ramps shall be constructed in accordance with COT SD 207. 3. Please provide property description per D.S. 2-02.2.1.3. 4. Please label lot dimensions and bearings per D.S. 2-02.2.1.5 5. Provide all existing and proposed buildings and structures, including location, size, height, overhangs, canopies, and use per D.S. 2-02.2.1.6. 6. Label existing and future sight visibility triangles per D.S. 2-02.2.1.10. 7. Show all points of egress and ingress including locations and width of driveways and parking area access lanes (P.A.A.L.) per D.S. 2-02.2.1.11. 8. Fully dimensioned loading space(s) and maneuvering area(s) per D.S. 2-02.2.1.14. 9. Show the limits of the 100-year floodplain and water surface elevation per D.S. 2-02.2.1.15. 10. Please provide Drainage patterns and finished grades per D.S. 2-02.2.1.16. 11. Please list estimated cut & fill quantities per D.S. 2-02.2.1.17. 12. Please show dimensioned right-of-way, including any applicable Major Streets and Routes (MS&R) Plan right-of-way per D.S. 2-02.2.1.19. 13. Add the basin(s) maintenance responsibility note per S.M.D.D.F.M. 2.3.1.6 C 1 and 2 to the SP. 14. Dimension from street monument lines to existing and proposed curbs, sidewalks, driveways, and utility lines per D.S. 2-02.2.1.21. 15. Location and orientation of existing major physical features, such as railroad tracks and drainageways per D.S. 2-02.2.1.22. 16. Please provide 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 per D.S. 2-02.2.1.23. 17. Show Site plan number (T05CM04182) on all sheets per D.S. 2-02.2.1.29. 18. Show refuse container location, size, and access thereto fully dimensioned per D.S. 2-02.2.1.32 and D.S. 6-01.0. 19. Placement of fill in excess of 2' above existing grade at any location in the outer 100' of the developing site is not allowed and/or shall meet the requirements per D.S. 11-01. Please address. 20. A permit or a private improvement agreement will be necessary for any work performed within the Right-of-way. Contact Permits and Codes at (520) 791-5100 for permit information. 21. Please show a typical cross section of the P.A.A.L. or call out the percentage of slopes. Call out the GB at the D/W, if applicable. 22. Please show the proposed roof drainage patterns, 100% of the 10-year flow must be conveyed under the sidewalks including any other site drainage as well. Please provide supporting calculations to demonstrate compliance with D.S. 3-01.4.4. If the location(s) of the roof scuppers have not yet been decided, a general note indicating sidewalk scuppers will be used when the roof scuppers locations have been designed and located will suffice. 23. List the consulting engineer and the owner/developer on the plans with the pertinent information. 24. A floodplain use permit may be required. 25. Add note: "Depress all landscaped areas 6" maximum for water harvesting". 26. "A grading permit and Stormwater Pollution Prevention Plans (SWPPP's) will be required for this project. Submit 3 sets of grading and SWPPP's with text, upon completion and submittal of a grading permit application. A grading permit may not be issued prior to site plan approval. Subsequent comments may be necessary, depending upon the nature and extent of revisions that occur to the plans". Drainage Report: 1. Please include a response letter to the comments along with the corrected copies of the DR. 2. A Drainage report is required for any site greater than one acre in size or for any site subject to detention requirements…..per S.M.D.D.F.M., chap. II, 2.1.2. 3. The content and format of the Drainage Report should follow S.M.D.D.F.M., chap. II, 2.2. 4. Show the project address or administration address on the cover sheet of the DR. 5. If applicable, add the basin(s) maintenance responsibility note and checklist per S.M.D.D.F.M. 2.3.1.6 C 1 and 2 to the DR. If you have any questions, I can be reached at 791-5550 x1193 or Paul.Machado@tucsonaz.gov Paul P. Machado Senior Engineering Associate City of Tucson/Development Services Department 201 N. Stone Avenue P.O. Box 27210 Tucson, Arizona 85726-7210 (520) 791-5550 x1193 office (520) 879-8010 fax C:/8900 E. Golf Links Site |
| 09/08/2005 | RAUL PALMA | BUILDING-COMMERCIAL | REVIEW | Denied | 1) At entry canopy specify the thickness of the pipe column. 2) Is special inspection provided for welds shown? |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/20/2005 | KMEDINA1 | OUT TO CUSTOMER | Completed |