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Permit Review Detail
Review Status: Completed
Review Details: SITE
Permit Number - T08CM01695
Review Name: SITE
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/27/2008 | SREEVES1 | FIRE | REVIEW | Approved | |
| 05/28/2008 | TERRY STEVENS | ZONING | REVIEW | Denied | DSD TRANSMITTAL FROM: Terry Stevens Lead Planner PROJECT: T08CM01695 55 N. 5th Avenue Site Plan TRANSMITTAL DATE: 5/29/08 COMMENTS: Please resubmit revised drawings along with redlines and a response letter, which states how all Zoning Review Section comments regarding the Land Use Code and Development Standards were addressed. 1. Per discussions with Glenn Moyer and Matt Flick the revisions to 5th Ave in regards to curb location, parking spaces and sidewalks were to be indicated on this site plan as a revision to the garage plans. 2. There appears to be a land division proposed for this site. Per discussion with zoning staff a block plat is in process for submittal. This site plan cannot be approved until the block plat has been approved. 3. DS 2-02.2.1.6 Provide dimensions for the footprint of the building. 4. DS 2-02.2.1.8 The parking calculations indicate a total of 68 parking spaces required and 20 parking spaces being provided. Provide documentation of where the remainder parking spaces are being provided. The number of required parking spaces is based on the number of bedrooms in each unit. Provide the number of bedrooms for each unit in the parking calculations. The number of provided parking spaces (68) requires 3 accessible parking spaces with one of the accessible parking spaces being a van accessible parking space. See IBC Sec. 1106.1 and 1106.5. Revise calculations. 5. DS 2-02.2.1.8 The number of required bicycle parking spaces required per LUC Sec. 3.3.4 is 8% of the provided vehicle parking spaces with 50% being class one type and 50% being class two. The number of required vehicle parking spaces is 68 and the bicycle parking calculations are based on that number. Revise calculations. Verify the number of class one parking spaces being located in the garage. Per DS 2-09.4.1 Class 2 bicycle parking facilities will be located no more than fifty (50) feet from the main building entrance(s) and will be along the front side of the building as well as along other sides of the building that has an entrance. Bicycle access through the development will be separate from the pedestrian ways. Vehicular access may be used as bicycle access. Bicycle access to a parking facility may cross a pedestrian way at a right angle (DS2-09.3.2). Multiple rack bicycle parking require a minimum thirty (30) inches between outer spaces of posts or racks (DS 2-09.5.1.A). Please review the revised DS 2-09 and provide the necessary corrections to the bicycle parking as required. Please provide a dimensioned detail for class 1 and class 2 bicycle parking spaces. Be aware that that development standard 2-09 has been revised. Please provide a plan view detail of the proposed class 2 bicycle parking spaces. Single rack spaces placed in a row will allow a minimum of seventy -two (72) inch length per bicycle parking space and a minimum of thirty (30) inches between outer spaces of racks. A five (5) foot wide access aisle measured from the front or rear of the seventy-two (72) inch long parking space will be provided beside each row. Lighting will be provided such that all facilities are thoroughly illuminated and visible from adjacent sidewalks, parking lots, or buildings, during working hours. The surface of the facility can be surfaced the same as for motor vehicle parking or with a minimum of one (1) inch thickness of one-fourth (1/4) inch aggregate material. 6. DS 2-02.2.1.12 Provide a pedestrian circulation path (sidewalk) from the building to the elevators and connecting to the rest of the pedestrian circulation path. A pedestrian cross access agreement will be required with the property to the east. Provide documentation of the cross access agreement. Clearly indicate the widths of all sidewalks (minimum 4') and required pedestrian refuge areas. (minimum 5' pedestrian refuge required between a building and vehicle use area) 7. DS 2-02.2.1.13 If applicable, indicate the locations and types of proposed signs (wall, freestanding, pedestal) to assure there are no conflicts with other requirements and that minimal locational requirements can be met. 8. DS 2-02.2.1.14 Loading zones are not required for a Residential Use - Family Dwelling. Remove from calculations. 9. DS 2-02.2.1.20 If applicable, all easements of record must be graphically shown of the plan together with recording docket and page information. 10. DS 2-02.2.1.31 The proposed use is indicated as residential group dwelling is incorrect. The correct use and development designator is "Family Dwelling "X". Revise notes. 11. DS 2-02.2.1.32 The location of the dumpster is not located on this parcel. Provide documentation of cross access, lease, or other type of agreement between the property owners for the location of the dumpster. 12. DS 2-02.2.2.3 Provide the lot coverage calculations for this site. Per LUC Sec. 3.2.3.1 for a Family Dwelling with a development designator "X" the maximum allowed lot coverage is 80%. Provide the allowed and provided lot coverage in the calculations. If you have any questions about this transmittal, please call Terry Stevens, (520) 837-4961 C:\planning\cdrc\DSD\T08CM01695.doc RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised site plan and additional requested documents |
| 06/02/2008 | ANDREW CONNOR | LANDSCAPE | REVIEW | Denied | DS 9-10.0.4.3.B Shade shall be provided for at least fifty (50) percent of all sidewalks and pedestrian pathways Shade may be provided by arcades, canopies, or shade structures, provided they respect the historic and design context of the street and the architectural integrity of the building. Deciduous trees, as proposed in the Downtown Comprehensive Street Tree Plan, are encouraged to supplement existing evergreen trees. The use of plantings and shade structures in the City right-of-way is permitted to meet this standard. The shade provided by a building may serve to meet this guideline. Provide calculations how the site meets requirements. |
| 06/03/2008 | ANDREW CONNOR | NPPO | REVIEW | Approved | Exception |
| 06/03/2008 | RONALD BROWN | ZONING HC SITE | REVIEW | Denied | 4 JUNE 2008 T08CM01695/MLK APARTMENTS REVIEWED BY RON BROWN ACCESSIBLE REVIEW 2006 IBC/ICC 117.1 DENIED: SEE COMMENTS BELOW A. DENOTE GOVERNING ACCESSIBILITY CODE; 2006 IBC/ICC 117.1 FOR PRIVATE PROPERTY, DENOTE RIGHT OF WAY ACCESSIBILITY STANDARDS; COT DOT STANDARDS FOR CURB RAMPS AT DRIVE WAYS. B. PROVIDE AND IDENTIFY ACCESSIBLE ROUTE THROUGHOUT SITE TO ALL BUILDING ENTRANCES AND EXITS AND PARKING FACILITIES AND TO NEAREST PUBLIC TRANSPORTATION POINT AS PER 2066 IBC, SECTION 1104 AND ICC 117.1, SECTION 402. 1. SHOW LOCATION OF NEAREST PUBLIC TRANSPORTATION DROP OFF POINT. 2. PROVIDE SPOT GRADES THROUGH OUT ACCESSIBLE ROUTE AND ACCESSIBLE PARKING SHOWING SLOPE COMPLIANCE WITH 1CC 117.1, SECTIONS 403.3 AND 502.5 C. PROVIDE LARGE SCALE DETAIL OF ALL TYPES OF INTERIOR CURB AND SIDE WALK RAMPS AND STAIRS SHOWING SIZES, DIMENSIONS, ALL SLOPES, DETECTABLE WARNINGS AS REQUIRED AND COMPLYING WITH 2006 IBC, SECTION 1010 AND ICC 117.1, SECTIONS 405 AND 406. D. PROVIDE LARGE SCALE DETAIL OF ALL TYPES OF R.O.W. CURB AND SIDE WALK RAMPS SHOWING SIZES, DIMENSIONS, ALL SLOPES, DETECTABLE WARNINGS AS REQUIRED AND COMPLYING WITH COT DOT STANDARDS 207. E. ALL PASSENGER LOADING ZONES ARE TO MEET CODE REQUIREMENTS OF 2006 IBC, SECTION 1106.7 AND ICC 117.1, SECTIONS 503; PARKING AREAS TO BE 8'X20' WITH AN ADJACENT 5'X20' ACCESS AISLE. F. PROVIDE A MARKED CROSSING IN BETWEEN THE TWO CURB RAMPS SHOWN IN FRONT OF THE MATERIAL LOADING ACCESS DRIVE IN THE SOUTH WEST CORNER OF THE BUILDING. G. DEFINE USE OF SIDEWALK RAMP SHOWN IN SOUTH WEST CORNER OF SITE LOCATED IN THE WEST ELEVATION OF EXISTING 6 STORY MLK BUILDING. H. PROVIDE HANDRAILS AT THE STEPS FRONT THE NORTHERLY ACCESS DRIVE WAY THAT COMES OFF TOOL AVENUE. END OF REVIEW |
| 07/01/2008 | PAUL MACHADO | ENGINEERING | REVIEW | Denied | To: Dowl Engineers DATE: July 7, 2008 166 W. Alameda Street Tucson, Arizona 85701 SUBJECT: MLK Tower, 55 N. 5th Avenue Site plan T08CM01695 (First Review) T14S, R13E, Section 12 RESUBMITTAL REQUIRED: Site Plan and Drainage Statement. The Site Plan (SP) and Drainage Statement (DS) 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 of the SP. 2. Please provide existing topographic contours at intervals not exceeding two (2) feet and/or spot elevations as pertinent and Bench Mark based on City of Tucson Datum, including City Field Book and page number per D.S. 2-02.2.1.23. Show which datum is being used, NGVD29 or NAVD88. 3. Address the sump pump discharge. The stormwater shall be discharged onto a landscaped area prior to discharging onto the street/pavement. 4. Show Site plan number (T08CM01695) on all sheets per D.S. 2-02.2.1.29. 5. Show refuse container location, size, and access thereto fully dimensioned per D.S. 2-02.2.1.32 and D.S. 6-01.0. The enclosure appears to be too narrow for the double containers. 6. 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. 7. 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 or any drainage crossing the sidewalk will suffice. 8. Add note: "Depress all landscaped areas 6" maximum for water harvesting". Drainage Statement: 1. Please include a response letter to the comments along with the corrected copies of the DS. 2. Address the sump pump discharge. The stormwater shall be discharged onto a landscaped area prior to discharging onto the street/pavement. If you have any questions, I can be reached at 837-4932 or Paul.Machado@tucsonaz.gov 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) 837-4932 office (520) 879-8010 fax C:\55 N. 5th Ave_Site.doc |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 01/30/2009 | GERARDO BONILLA | APPROVAL SHELF | Completed |
| 01/30/2009 | GERARDO BONILLA | OUT TO CUSTOMER | Completed |
| 01/30/2009 | GERARDO BONILLA | REJECT SHELF | Completed |