Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.
Permit Review Detail
Review Status: Completed
Review Details: SITE
Permit Number - T04CM00294
Review Name: SITE
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/26/2004 | PATRICIA GEHLEN | ZONING | REVIEW | Denied | COMMENTS: Please attach a response letter with the next submittal, which states how all Zoning Review Section comments regarding the Land Use Code and Development Standards were addressed. CODE SECTION/ DEVELOPMENT STANDARD 1. Per Pima County Assessors Records, the site is comprised of separate parcels which must be combined by providing a copy of the recorded City of Tucson Lot Combination Covenant and a copy of the approved Pima County Assessors Tax Combination form. A copy of the City of Tucson Lot Combination Covenant is attached to the yellow site plan card. The Pima County Assessors Tax Combination Form may be obtained at the Assessors office. (D.S. 2-02.2.1.A.2) 2. If a canopy or roof cover is provided above the drive-through window, please note the clearance height. (D.S. 2-02.2.1.A.6) 3. Revise the number of handicap parking spaces required to be based on the total number of standard vehicle parking spaces provided (IBC Table 1106.1). (D.S. 2-02.2.2.A.4) 4. Per LUC Sec. 3.3.3.5, the number of required bicycle parking spaces is calculated as a percentage of the total number of motor vehicle parking spaces provided. Please revise the bicycle parking calculation. (D.S. 2-02.2.1.A.9) (D.S. 2-02.2.2.A.4) 5. A vehicular cross access agreement is required with the adjacent properties to the east and west. A copy of the recorded cross access agreement must be provided and the docket and page noted on the drawing prior to site plan approval. (D.S. 2-02.2.1.A.11) 6. Provide a copy of the last approved site plan for the McDonald's property to verify that sufficient vehicle parking will be provided as a result of the new driveway openings taking out (8) existing vehicle parking spaces. 7. D.S. 2-08.4.1.A requires that at least one (1) sidewalk be provided to a project from each street on which the project has frontage. Provide a sidewalk to 1st Street right-of-way. (D.S. 2-02.2.1.A.12) 8. Per the Major Streets and Routes (MS&R) Plan, Speedway Blvd. Is designated as 120' right-of-way. The plan indicates an existing right-of-way of 100 feet. Label and dimension the future right-of-way and curb location as required by the MS&R Plan. (D.S. 2-02.2.1.A.19) 9. Easements to be abandoned by separate instrument must be recorded and the docket and page noted on the plan prior to site plan approval. (D.S. 2-02.2.1.A.20) 10. Note the existing use of the property under the notes and calculations on sheet 1 of 2. (D.S. 2-02.2.1.A.31) 11. All requested changes must be made to the site and landscape plans. (D.S. 2-07.2.1.A) If you have any questions about this transmittal, please call Dan Castro, (520) 791-5608. |
| 01/26/2004 | DAN CASTRO | HANDICAP-SITE | REVIEW | Denied | Revise the number of handicap parking spaces required to be based on the total number of standard vehicle parking spaces provided (IBC Table 1106.1). (D.S. 2-02.2.2.A.4) |
| 02/12/2004 | JOE LINVILLE | LANDSCAPE | REVIEW | Denied | 1) Show the MS&R right of way line for Speedway Boulevard. The required street landscape border is to be located based on the MS&R right of way. LUC 3.7.2.4.A.1 2) Add a note to the landscape plan which indicates that the Irrigation system will conform to the irrigation standards of DS 2-06.5.4.A&B 3) A six foot high masonry screen wall is required along the southern property line adjacent to R zoned property. LUC Table 3.7.2-I 4) A street landscape border is required along the entire First Street frontage except for approved ingress/egress locations. The current design exceed maximum driveway widths. LUC 3.7.2.4.A, TCC 25-38. 5) Additional comments may apply pending submittal of additional information. |
| 02/12/2004 | JOE LINVILLE | NPPO | REVIEW | Approved | Exception. |
| 02/12/2004 | JIM EGAN | FIRE | REVIEW | Approv-Cond | Connecting new fire service to 3-inch line may not provide adequate flow and pressure for fire sprinkler protection of Ordinary Hazard Group 2 hazard. Tucson Water may not allow the connection. |
| 02/12/2004 | Paul Machado | ENGINEERING | REVIEW | Denied | To: Bruce Patton, P.E. Rick Engineering Company, Inc. 1745 E. River Road, Suite 101 Tucson, Arizona 85718 SUBJECT: Eckerd Drug Store Site Plan T04CM00294 (First Review) T14S, R14E, Section 09 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 with resubmittal. 2. 5-year threshold retention is required per Stormwater Detention/Retention Manual Chapter II, 2.2, or submit documentation concerning waiver of retention requirements. 3. Label existing and future sight visibility triangles per D.S. 2-02.2.1.10. 4. 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. The intersection of Alvernon Way and Speedway Blvd. is subject to intersection widening per the MS&R. 5. All easement of record must be graphically shown on the plan together with recording docket and page per D.S. 2-02.2.1.20. 6. 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. 7. Dimension from street monument lines to existing and proposed curbs, sidewalks, driveways, and utility lines per D.S. 2-02.2.1.21. 8. Please provide a Benchmark based on City of Tucson Datum, including City Field Book and page number per D.S. 2-02.2.1.23. Add COT to Benchmark description. 9. Show Site plan number (T04CM00294) on all sheets per D.S. 2-02.2.1.29. 10. 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. 11. 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. 12. Revise notes to read: "Depress all landscaped areas 6" maximum for water harvesting". 13. A Stormwater pollution prevention plan is required at the time of Grading permit approval. Contact Paul P. Machado at 791-5550 x1193. Drainage Report: 1. Please include a response letter to the comments along with the corrected copies with re-submittal. 2. The Drainage report was reviewed for DP purposes only. 3. 5-year threshold retention is required per Stormwater Detention/Retention Manual Chapter II, 2.2, or submit documentation concerning waiver of retention requirements. 4. Show the project address on the cover of the DR. 5. 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. 6. Please revise all data pertaining to the amount of impervious area. It appears that the major portion of the property (West 2/3) is no longer impervious and must be considered like wise in the DR. The non-impervious area of the site may be used for calculating the retention requirements. 7. Provide the exist. Q100 for First Ave., a cross section and WSEL. The discharge onto First Ave. cannot exceed the maximum allowable street flow of 50 cfs per D.S. 3-01.4.4.A. 8. All drainage must be accepted and released with the same location and magnitude at the property line. Please explain the concentration of flow at the East property line. McDonalds may have a problem with the concentration entering their site. Perhaps curb openings to match the existing conditions would be warranted here. If you have any questions, I can be reached at 791-5550 x1193 or pmachad2@ci.tucson.az.us 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 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 02/17/2004 | TAMI ACHONG | OUT TO CUSTOMER | Completed |
| 02/17/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |