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Plan Review Detail
Review Status: Completed
Review Details: CDRC#5
Plan Number - S02-036
Review Name: CDRC#5
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/06/2002 | FERNE RODRIGUEZ | START | INITIALIZE THE WORKFLOW | Completed | |
| 11/12/2002 | JIM TATE | DEVELOPMENT SERVICES | ENGINEERING | Denied | DATE: November 12, 2002 TO: Craig Gross; CDRC Coordinator FROM: Engineering SUBJECT: Engineering review of the Copper Vista Tentative Plat. The activity number is S02-036. SUMMARY: The Tentative Plat and Drainage Report were received by Engineering on November 7, 2002. Engineering has reviewed the received items and does not recommend approval of the Tentative Plat. Engineering approves the Drainage Report. RESUBMITTAL REQUIRED: TP APPROVAL: DRAINAGE REPORT GENERAL COMMENTS 1. The Drainage Report was reviewed for Tentative Plat purposes only. 2. Please include the Assurance Package with the Final Plat submittal. 3. Please include a copy of the CC&R's with the Final Plat submittal. The maintenance notes outlined in the Standards Manual for Drainage Design and Floodplain Management, SMDDFM, 14.3.2 must be included on the Final Plat or in the CC&R's. 4. A Grading Plan and permit will be required. Proposed grading in excess of 5,000 yards is designated "engineered grading" and a soils engineering report is required with the Grading Plan submittal. The next submittal must address the following items: TENTATIVE PLAT 1. Provide proposed ground elevation at different points on each lot for reference to future grading and site drainage. DS 2-03.2.4.L.4 In lieu of showing several elevations on each lot, show a typical front drainage detail ("A" lot) and rear drainage detail ("B" lot). and label each lot on the plan as "A" or "B". 2. Provide a basin maintenance access ramp. A minimum of one 15 ft. wide vehicular access ramp must be provided into each basin. The maximum access ramp slope must not exceed 15 % (6.67:1). The proposed basin has slopes of 4:1. Standards Manual for Drainage Design and Floodplain Management, SMDDFM, 14.3.4 James C. Tate, P.E. Civil Engineer |
| 11/13/2002 | KAY MARKS | PIMA COUNTY | ADDRESSING | Approved | PIMA COUNTY DEVELOPMENT SERVICES DEPARTMENT 201 N. Stone Ave, 1st Floor Tucson, Arizona 85701-1207 KAY MARKS ADDRESSING OFFICIAL PH: 740-6480 FAX #: 740-6370 TO : CITY PLANNING FROM : KAY MARKS, ADDRESSING OFFICIAL SUBJECT : S02-036 COPPER VISTA/REVISED FINAL PLAT DATE : November 8, 2002 *********************************************************************************************************** The above referenced project has been reviewed by this Division for all matters pertaining to street naming/ addressing, and we hereby approve this project. NOTE: ON FINAL PLAT: 1.) Change "Del Moral Avenue" to "Del Moral Boulevard." 2.) Spell out all street suffixes on pg. 2. ***The Pima County Addressing Section can use digital CAD drawing files when submitted with your final plat Mylar. These CAD files can be submitted through the Pima County Subdivision Coordinator. The digital CAD drawing files expedite the addressing and permitting processes when we are able to insert this digital data into the County’s Geographic Information System. Your Support is greatly appreciated.*** |
| 11/19/2002 | DAN CASTRO | DEVELOPMENT SERVICES | ZONING | Approv-Cond | Note the recordation information for proposed easements. If an easement is to be recorded by final plat or by separate instrument, please so state. |