Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL - GRADING ALL
Permit Number - T05BU02130
Review Name: RESUBMITTAL - GRADING ALL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/22/2005 | ANDREW CONNOR | NPPO | REVIEW | Approv-Cond | |
| 10/20/2005 | DAVID RIVERA | ZONING | REVIEW | Denied | 06/17/05 Development Services Department Zoning Review Section David Rivera Principal Planner Comments: 1. The grading plan has been reviewed by Zoning Review Section but cannot approve the plan until it has been approved by the Engineering Section and until all zoning comments or concerns have been addressed. 2. Please ensure that cut and fills do not exceed the 3:1 slopes. |
| 10/31/2005 | ELIZABETH EBERBACH | ENGINEERING | REVIEW | Denied | TO: Allied Homes c/o Carl Ewing RA SUBJECT: Montage Vista II Lot 64 Grading Review LOCATION: 2998 W Salvia Drive REVIEWER: Elizabeth Eberbach ACTIVITY NUMBERS: T05BU02130 SUMMARY: Engineering Division of Development Services Department has received and reviewed the Grading Plan submittal and permit application for lot 64 and does not recommend approval of the grading plan at this time. GRADING PLAN COMMENTS: 1) Development Standards (DS) Section 11-01.4.1.C.3: For the section details and runout for the 17 feet of fill slope, address the following: a) DS Sec.9-04.3: This slope does not conform to Hillside Development grading standards; it is imperative that design is revised for the building pad slopes to conform to this section. b) On sheet G-1, the runout depicted on plan view is not to scale. The grading plan should provide scaleable information. The section depicted for the north slope does not scale out to the planview for change of elevation. The runout indicates a change of grade of almost 18 feet and planview does not indicate that there is sufficient accommodation for this runout or the area needed for slope benching around proposed building pad. Revise location of runout. c) Provide geotechnical assessment letter or report, that provide benching recommendations such as heighth and width of benching. This information shall conform to HDZ standards. 2) DS Sec.11-01.9.2: Revise and clarify drainage around the west corner of the proposed building; provide an interceptor swale to meet setback from building per geotechnical report. 3) Provide a cross section at the driveway. Also, show on planview and label spot elevations near garage and near building to clarify positive drainage for garage area. 4) Show temporary erosion control devices placed at downstream side of grading limits. 5) Label material for driveway. 6) Add the following as general grading notes: a) If grading construction is expected to last longer than the expiration date of the grading permit, contact DSD to renew/extend the Grading Permit. If Final Grading Inspection has not been completed before the Grading Permit expires, and the permit has not been renewed, additional fees and reviews may be required. b) Call for Pre-construction meeting. For a DSD Engineering Inspection, call IVR (740-6970), or schedule with a Customer Service Representative at the Development Services Department, or contact DSD Engineering at 791-5550 extension 2101, or schedule inspections online at: http://www.ci.tucson.az.us/dsd/Online_Services/Online_Permits/online_permits.html c) Any revision to the Grading Plan may require a re-submittal of a revised grading plan for review. Contact DSD Engineering at 791-5550 to discuss changes in grading design. d) A copy of the Grading Plan, Grading Permit, and any Geotechnical Reports shall be kept at the site at all times, until Final Grading approval. e) There shall be no disturbance or stockpiling outside of the approved Grading Limits as shown on the Grading Plan. Minimum 2' setback from property line to grading limits shall be maintained. 7) Revise the following notes on the plan: a) Add to general note 4: All grading shall conform to Development Standards Section 11-01. b) To general note 10, add the word "approved" to: A Geotechnical Engineering inspection will be required prior to final grading inspection if any ***approved*** cut slopes steeper than 2:1(H:V) are constructed, per September 17, 2004 Rock Slope Evaluation Geotechnical Letter by LMT. Special Inspection would be required by Geotechnical Engineer for 1:1(H:V) slopes, or any slopes steeper than 2:1(H:V). Copies of the Geotechnical Evaluation would need to be submitted to DSD Engineering Division Inspector or office prior to scheduling Final Grading Inspection. 8) Provide a geotechnical assessment for the above comments that includes recommendations for benching and setbacks from swales. 9) Show utilities from right-of-way to building and include in grading limits. 10) Show location of leachate fields within grading limits. 11) Lots 63 through 73 require Hillside Development Zone application and review. Contact Zoning for more information regarding the application. For resubmittal, provide 3 copies of the revised grading plans, geotechnical assessment, HDZ Overlay information, a response letter addressing all comments, and redlines and the remainder of the package. An HDZ submittal with application will be required for this lot. If you have any questions, I can be reached at 791-5550, extension 2204. Elizabeth Eberbach, PE Civil Engineer Engineering Division Development Services |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 11/02/2005 | JMORALE1 | OUT TO CUSTOMER | Completed |
| 11/02/2005 | SUE REEVES | REJECT SHELF | Completed |