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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL - GRADING
Permit Number - T08BU00801
Review Name: RESUBMITTAL - GRADING
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/01/2008 | ANDREW CONNOR | NPPO | REVIEW | Denied | The following comments were not addressed from the previous review. Contact the landscape review section if clarification is necessary: 1. Each lot within Wildcat Pass must submit a separate NPPO plan per approved tentative plat Case # S02-008 2. The NPPO shall include an inventory and analysis of all plants listed as Federal Endangered Species, all Saguaros, and all Ironwoods designated as Protected Native Plants according to Sec. 3.8.5. Preservation and mitigation requirements for these genus and species shall conform to Sec. 3.8.6. The NPPO plan prepared shall Including an aerial photograph, taken in minimum scale of 1" = 60'. Place NPP / landscape mitigation table, and aerial photograph on separate sheet measuring at least 24" x 36" indicating scale with the following information: § Location of NUOS area § Fencing requirements as specified in Development Standard 2-06.2.2.F. |
| 08/06/2008 | ELIZABETH EBERBACH | ENGINEERING | REVIEW | Denied | DATE: August 6, 2008 TO: Earl Yousy SUBJECT: 3175 W STARR GALAXY DR Grading resubmittal Review PROJECT: Wildcat Pass Lot 31 REVIEWER: Elizabeth Eberbach ACTIVITY NUMBERS: T08BU00801 Summary: Engineering Division has reviewed the revised grading plan package. Due to significant slope and rear drainage issues not resolved, Engineering is not recommending approval for permitting until the grading plans are revised. GRADING PERMIT CONDITIONS OF APPROVAL: 1) DS Sec. 11-01.10.5: Perimeter slope and interceptor swale designs are still not acceptable. Address the following comments and revise the drawings: a) Detail E-E assumes a flat area of 3.5-ft where interceptor is to be provided. Revise detail to show existing grade and how design accommodates the slope at the rear of the lot. b) Continuity must be provided throughout the length of the swale. At either ends of the concrete channel proposed slopes appear to direct potential flow toward proposed home. Provide details for transition to swales around the perimeter of the project. Erosion protection and revised contouring would be needed to accommodate concentrated flows from the concrete channel. c) Use of concrete at calculated slope indicates a velocity of over 10fps. Consider providing energy dissipation in design. d) Provide spot elevations in proposed concrete swale. e) Clarify proposed slope at southeast and south west corners of project. This contouring still shows concentrated flows at the east edge of proposed rock face slope. Further explain and show with details how this flow is intercepted and label erosion protection. f) Minimum interceptor swale size for small flows is 30 in wide and 12 in deep. Flat areas are shown at tops of retaining walls. Theses areas also appear to be receiving concentrated flows from interceptor swales. Revise design to accommodate flows while protecting retaining system. g) Rear slope appears to be more than 15-ft high from contour lines, projected construction, and proposed finish floor elevations. Terracing is required in slopes greater than 15-ft. Revise rear slope design. h) Per IBC, 10-ft at 5% earthen grade is required at minimum around foundations. The rear slope appears to be less than 5-feet from structure. Clarify detail E-E, that indicates a flat area of gravel, to provide positive drainage from structure. Submit two copies of the revised plans and any calculations. Also supply a response letter. I can be reached at 837-4934 if you have questions. Elizabeth Eberbach, PE Civil Engineer Engineering Division Development Services Department |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/15/2008 | CPIERCE1 | OUT TO CUSTOMER | Completed |