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Permit Review Detail
Review Status: Completed
Review Details: RESUB - SITE/GRADING ALL
Permit Number - DP14-0056
Review Name: RESUB - SITE/GRADING ALL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/21/2014 | KEN BROUILLETTE | FIRE | REVIEW | Approved | |
| 10/24/2014 | DAVID RIVERA | ZONING | REVIEW | Approv-Cond | CDRC TRANSMITTAL TO: Development Services Department Plans Coordination Office FROM: David Rivera Principal Planner PROJECT: DP14-0056 8257 S Rita Road Lots 42 Rita Ranch TRANSMITTAL DATE: October 24, 2014 DUE DATE: November 13, 2014 COMMENTS: Conditional approval: See follow up to co previous comment 16. 01. Follow up to previous comment 16: The monu8ment drawn on the plan is within the SVT. Relocate the monument sign outside the SVT. 2-06.4.9.W - Indicate the locations and types of proposed signs (wall, free-standing, pedestal) to assure there are no conflicts with other requirements and that minimal locational requirements can be met. Indicate if there are any existing billboards on site. Compliance to the Sign Code, Chapter 3 of the Tucson Code, is required. 16. PREVIOUS COMMENT: If applicable draw and label the location and size of any proposed freestanding monument signs. If you have any questions about this transmittal, please call David Rivera, (520) 791-5608. RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised development package site plan and any requested documents. |
| 11/06/2014 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Comment not addressed. [Initial comment: For Building 2, the rim elevation of the next upstream sanitary manhole (2930.40') is less than 12" below the first floor elevation (2931.00'). Indicate the need for a backwater valve per Section 715.1, IPC 2012, as amended by the City of Tucson.] 2. Comment not addressed. [Initial comment: The minimum slope for a 3" to 6" building sewer is 1/8" per foot (see keynotes 30, 34, and 41). An 8" building sewer can have a slope of 1/16" per foot (approximately 0.5%). Reference: Section 704.1 and 708.3.2, IPC 2012.] 3. Comment not addressed. [Initial comment: The minimum size of a water service pipe to a structure is ¾" in diameter (see keynote 24). The size of a water service pipe shall be adequate to supply the structures with the water quantities and the required water pressures noted in Section 604, IPC 2012. Reference: Section 603.1, IPC 2012.] |
| 11/10/2014 | ELIZABETH LEIBOLD | ENGINEERING | REVIEW | Denied | TO: Jeff Stanley P.E. SUBJECT: DP14-0056 Lot 42 Rita Ranch Development Package (SP/GP/SWPP) 2nd submittal Engineering Review ADDRESS: 8257 S RITA RD, Ward 4 LOCATION: T15S R15E Section 27 PROPERTY: 141-11-4030, BROWN/RITA RANCH LOT 40 FLOODPLAIN: FEMA zone X-unshaded, 2925L REVIEWER: Elizabeth Leibold, P.E. SUMMARY: Engineering has reviewed the project resubmittal package with the EOR in a meeting on 10NOV14 and provides the remaining comments to the Development Package including SWPP and Drainage Report. Engineering does not recommend approval of the Development Package or the Drainage Report at this time. Prior to resubmittal, address the remaining comments based on Tucson Code Chapter 26, Technical Manual section and/or Administrative Manual. MASTER COVER SHEETS/ GENERAL NOTES: 1) Tech Man Sec.2-01.4.1.C: Address the remaining Development Package general note comments: i) Show Basis of Bearings on a planview (grading plan sheet preferred). ii) Update on sheet 1 the proposed disturbance area in square feet or acreage. iii) As a note, add verbiage for drainage maintenance per drainage manual: Tech Man Sec.4-04.14.3.2. (See section 3 for maintenance). iv) Update note 29 on cover sheet regarding total disturbance area subtracting area of preservation of any vegetation. Clarify on grading plan those areas to remain undisturbed. BASE LAYER SHEET COMMENTS: 2) See redline set of plans for clarification of comments. Return redlines with resubmittal. SITE PLAN SHEET COMMENTS: 3) Admin Man Sec.2-06.4.7.A.6: Label MS&R 'Arterial' for both Rita Rd & Old Vail Road on sheet 2. Check to see whether taper is required to be shown. 4) Admin Man Sec.2-06.4.8.F: Verify and label any existing stormdrain pipes, including the type and size, at the south entry along Old Vail Rd as well as the west entry along Rita Rd, as indicated in Brown/Rita Ranch Grading/Tentative Plat http://tdotmaps.transview.org/mandr/Plans/tifflist.cfm?plan=GR-2001-071 5) Admin Man Sec.2-06.4.9.H.1: Assure proposed monument sign is removed from SVT area. DRAINAGE REPORT COMMENTS: 6) Address the following drainage report comments: a) Tech Man Sec.4-04.1.5.2: Provide a maintenance checklist, including slopes, inlets, stormdrain pipes, and outlets in a drainage improvement maintenance list in the Drainage Report. b) Tech Man Sec.4-04.2.3.1.2.D.1: Add reference to the Rita Ranch Master Drainage Report. The Rita Ranch Master Drainage Report (Dooley-Jones & Associates Report dated November 19, 1984) states that your project area lies in a Balanced Basin Management Plan area, the detention requirements are met with the Rita Ranch Regional Detention Basin, as the watercourses from your property contribute to tributaries that flow into the regional basin. c) Tech Man Sec.4-03.3.5.1.10: Assure minimum FFE for building 1 is above adjacent WSEL in channel. d) Tech Man Sec.4-04.2.3.1.3: Address the remaining comments related to drainage exhibits in report: e) Add sub-watershed lines on Existing Conditions Drainage Map. f) On Developed Conditions Drainage Map, clarify Q100 entering and leaving site at concentration points. LANDSCAPE PLAN COMMENTS: No comments. GRADING, PAVING, DETAIL SHEET COMMENTS: 7) Tech Man Sec.2-01.4.1.C: Address the remaining grading comments for sheet 3: a) Tech Man Sec.8-01.5.2.G: On sheet 3 add proposed spot elevations higher than surrounding proposed grades for an elevated trash enclosure pad on planview. b) Show detail for existing west channel per drainage detail on Tentative Plat/Grading Plan sheet 8 (sheet 4 of Grading Plan) of http://tdotmaps.transview.org/mandr/Plans/tifflist.cfm?plan=GR-2001-071 c) Consider extending edges of riprap at proposed outlet at existing channel for proposed erosion protection detail at outlet on sheet 4. UTILITIES / EASEMENTS COMMENTS: 8) Admin Man Sec.2-06.4.8.B: Address the remaining comment to assure complete information is provided for easements on the site: a) Please provide copy of last annual report for subdivision's drainage facilities, including status of drainageway explaining compliance with Tech Man Sec.4-04.14.3, and per final plat note 8. STORMWATER POLLUTION PREVENTION PLAN COMMENTS: 9) Tucson Code Chap.26 Article II: Address the following comments for SWPP plan and SWPP report: a) Address the remaining comments of the SWPP plan in SWPP report and on sheet 5 of the development package: i) 2-06.4.8.E: Provide and label topo lines. ii) Clarify the grading limits with the following comments: (1) Identify any revised areas to remain undisturbed. (2) Show 2-ft offset from lot boundary for grading limits. (3) Delineate revised location of silt fence on sheet 5 to match the grading plan sheet 3. Please provide a revised Development Package plan sheets, revised Drainage Report, revised SWPPP report, redline set, and comprehensive response letter that address the comments provided above. It is recommended that a meeting is held prior to resubmittal. If you have questions, call me at 837-4934. Elizabeth Leibold, P.E., CPM, CFM Civil Engineer Engineering Division Planning & Development Services Department |
| 11/10/2014 | RONALD BROWN | H/C SITE | REVIEW | Approved | |
| 11/14/2014 | JOE LINVILLE | LANDSCAPE | REVIEW | Approv-Cond | Ensure that all Engineering comments and concerns are addressed prior to landscape approval signature. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 11/14/2014 | AROMERO4 | APPROVAL SHELF | Completed |
| 11/14/2014 | AROMERO4 | OUT TO CUSTOMER | Completed |
| 11/14/2014 | CPIERCE1 | REJECT SHELF | Completed |