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Permit Review Detail
Review Status: Completed
Review Details: SITE
Permit Number - T02OT00217
Review Name: SITE
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 02/08/2002 | JIM EGAN | FIRE | REVIEW | Approved | |
| 02/20/2002 | DAVID RIVERA | ZONING | REVIEW | Denied | PROJECT: T01OT00217 1100 S. Alvernon Way Civic Use/ Protective Service Site Plan Review (1st review) TRANSMITTAL: February 15, 2002 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. 1. Bicycle parking is based on the total number of vehicle parking spaces that are provided. Revise the number of required spaces from 17 to 21. DS 2-02.2.1.A. 9 LUC 3.3.3.5 2. The minimum width of a two way PAAL is 24 feet. The width of the shared access PAAL and the point of entry from the 22nd Street curb must be 24 feet wide. The width of the PAAL adjacent to the southwest side of the two-story structure must be revised from 22 feet to 24 feet. Per the LUC section 3.3.7.3 surfacing requirements, the proposed permeable gravel surface is not a permitted method or material for parking lots. The proposed surfacing method/material must meet the requirements as indicated in the L.U.C. section 3.3.7.3 or a Board of Adjustment variance would be required. DS 2-02.2.1.A.11 LUC sect. 3.3.7.3 3. Per D.S. 2-08.4.1.A, at least one sidewalk must be provided to a project from each street on which the project has frontage. A sidewalk or pedestrian access has been provided from 22nd Street. It is not clear if the footpath along the north side of the project is to be utilized or serve as the required sidewalk from Alvernon Way. If the foot path is to serve as the required sidewalk from Alvernon Way, the portion of the sidewalk leading from the Alvernon right-of-way to the project must be constructed of concrete or any surface equivalent in smoothness, hardness and durability. The sidewalk must be handicapped accessible and connect to the on site continuous pedestrian circulation path. DS 2-02.2.1.A.12 DS 2-08.3.1 DS 2-08.4.1.A DS 2-08.5.1.C 4. Please show all existing or proposed freestanding signage including existing billboards. The location, size and type of sign must be indicated on the site plan. DS 2-02.2.1.A.13 5. If applicable, show on the site plan all proposed freestanding lighting. DS 2-02.2.1.A.25 6. Refer to the landscape review comments regarding landscape borders, screening and NPPO requirements. DS 2-02.2.1.A.27 7. Please add the subject to LUC sections "3.5.3.2 and 3.5.13.6" to general note 3. DS 2-02.2.1.A.31 8. Additional approvals such as Board of Adjustment, DSMR, LDO etc. must be listed on the site plan. The case numbers and date of approvals must be indicated. Copies of the approval letters must such approvals must be included in site plan package. DS 2-02.2.1.A.C 9. Add the square footage of the vehicular use area to general note 5.B. DS 2-02.2.2.A.1 and .3 If you have any questions about this transmittal, please call David Rivera, (520) 791-5608. DGR C:\planning\dsc\T02OT00217.doc |
| 03/06/2002 | ANY | FLOODPLAIN | REVIEW | Denied | See comments in engineering folder |
| 03/06/2002 | ANY | ENGINEERING | REVIEW | Denied | To: GHLN Date: March 6, 2002. Architects From: Paul Machado Engineering Section SUBJECT: Midtown Service Center, T02OT00217 1100 S. Alvernon Way SITE PLAN (First Review) T-14-S, R-14-E, Section 16 RESUBMITTAL REQUIRED: SITE PLAN (SP), DRAINAGE REPORT (DR) & MITIGATION REPORT (MR) Please address the following review comments prior to the next submittal. SITE PLAN: 1. The drainage report was reviewed for site plan purposes only. 2. Terry Hendricks of the Pima County floodplain section should be notified at 740-6350 regarding the Clean Water Act requirements. 3. Show the percentage of the cross slopes of the P.A.A.L. A typical cross section would suffice. 4. Please show the proposed roof drainage patterns, 100% of the 10-year flow must be conveyed under the sidewalks. Please provide supporting calculations to demonstrate compliance with D.S 3-01.4.4.F 5. Any work done in the Public right of way will require a permit. Call 791-4942 for permit requirements. 6. Dimension from street monument lines to existing and proposed curbs, sidewalks, driveways and utility line. 7. It is difficult to define the property line on the plans, please make them bold. 8. Please show property description per D.S. 2-02.2.1.1. 9. Where is the refuse container? Will the property be served by the refuse recycle area? If so it appears that the service truck will have difficulty with the exit. Please refer to D.S. 6-01.3.0 and attached comments. 10. Complete lot dimensions and bearings per D.S. 2-0.2.1.5. 11. Please show property address. 12. At least one sidewalk must be provided to the building from each street on which the project has frontage per D.S. 2-02.2.1.A.12. 13. Minimum ingress/egress for a two way P.A.A.L. is 24 feet per D.S. 2-02.2.10A.11. 14. A maintenance access ramp is required for the wash per S.M.D.D.F.M.Chapter 3.2. Please revise. 15. A retention basin is required per the Stormwater Detention/Retention manual Chapter 2.2. Please address. 16. Please delineate the 100-year flood plain limits on site for both washes per D.S.2-02.1.15. 17. Please show how the overflow is directed into the wash from the intersection. 18. Indicate the scour depth at the location of building and the bank protection. 19. Show the project no. T02OT00217 on the cover sheet. 20. Floodplain Use Permit: A flood plain use permit is necessary. Development Services Department will process the floodplain use permit for this project. 21. Letter of Map Revision: A letter of map revision (LOMR) is necessary due to the modification of the FEMA flood hazard area as shown on FIRM panel 2233 K effective date February 8, 1999. Please address this with the next submittal. DRAINAGE REPORT: 1. Please delineate the 100-year flood plain limits of both washes on the exhibit. 2. Please show how the overflow is directed into the wash from the intersection and the 100-year flood plain limits. 3. Indicate and show calculations for the scour depth at the location of the building and the bank protection. 4. The drainage report was reviewed for site plan purposes only. 5. Please submit a check in the amount of $150.00 for drainage review fee on your next submittal. 6. Please list the project address on the cover of the drainage report and the project no. T02OT00217. 7. Please print out the files in the floppy disk, unless is contains the same information in the drainage report please comment on this. MITIGATION REPORT: 1. The mitigation report must include but is not limited to, the items listed in Chapter 29, Section 29-15 of the Tucson WASH ordinance: i.e. Development in the study, are a, b-1-1-a, b, c, d, e, f etc……. 2. Please list the project address on the cover of the mitigation report and the project no. T020T00217. If you have any questions, I can be reached at 791-5550 or pmachad2@ci.tucson.az.us |
| 03/06/2002 | ANY | SANITATION | REVIEW | Denied | see comments in engineering folder |
| 03/12/2002 | JOE LINVILLE | LANDSCAPE | REVIEW | Denied | A minimum 10' wide street landscape border is required along 22nd Street and Alvernon Way. The Street landscape borders are to be located based on the MS&R right of way line as determined by the MS&R Plan. Revise the site and landscape plans to identify the MS&R right of way line and provide the minimum landscape border. LUC Sec. 3.7.2.4 Screen walls may only be located within the street landscape borders in compliance with LUC Sec. 3.7.3.3 which reads "Screens may be located within the street landscape border, if the following criteria are met. 1. The street landscape border is a minimum of ten (10) feet wide. 2. Hedges and other vegetative screens shall not extend more than three (3) feet into the street landscape border. If, based on the growing characteristics of the type of plant used, the ultimate width of the vegetative screen will be greater than three (3) feet, the vegetative screen must be sufficiently set back from the landscape border to accommodate the wider growth. 3. Fences or walls constructed in a single continuous line shall extend into a street landscape border no more than the actual width of the fence or wall. Where a fence or wall incorporates offsets or similar design features, a screen may extend a maximum of three (3) feet into the street landscape border. 4. Where earth berms are used, the crest of the berm must be located on site and no closer than one (1) foot from the street property line or, on sites subject to the MS&R zone, the MS&R right-of-way line." Revise the plans to locate screening elements in compliance with the section. Identify all proposed or required screening elements on the landscape plan. DS 2-07.2.2 The refuse recycle area must be screened with a minimum six-foot high wall. LUC Table 3.7.2-I. The Landscape Plan must include an irrigation plan, names of proposed plants, detailed screening information, calculations, construction details and additional information as outlined in DS 2-07.2.2 Revise the plans as appropriate to provide required information. The screen wall along the west property line must be a minimum of five feet high. LUC Table 3.7.2-I Revise the site and landscape plans to indicate the required height. |
| 03/12/2002 | JOE LINVILLE | NPPO | REVIEW | Denied | Permit application number and correct address required on the application for exception. |
| 03/13/2002 | PHIL SEADER | HANDICAP-SITE | REVIEW | Denied |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 03/14/2002 | TAMI ACHONG | OUT TO CUSTOMER | Completed |