Permit Review Detail
Review Status: Completed
Review Details: SITE
Permit Number - T04CM03926
Review Name: SITE
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/06/2005 | Jim Egan | FIRE | REVIEW | Approved | |
| 01/14/2005 | Andrew Connor | LANDSCAPE | REVIEW | Denied | 1) On sites where the gross floor area of the existing building(s) is ten thousand (10,000) square feet or less, expansions in square footage of land area, floor area, lot coverage, or vehicular use area as follows. (Provide calculations for Vehicle Use Area or submit previously approved plans with calculations included). a. If the expansion is less than fifty (50) percent, the requirements of this Division apply only to the proposed expansion. Existing development on the site is subject to the zoning regulations in effect at the time the existing development received zoning approval. b. If the expansion is fifty (50) percent or greater or if expansions as of February 15, 1991, cumulatively result in a fifty (50) percent or greater expansion in land area, floor area, and lot coverage, or vehicular use area, the requirements of this Division applies to the entire site. 2) If applicable submit a separate landscape plan per DS 2-07.0 3) Submit NPPO plan or Application for Exception per DS 2-15.0 |
| 01/18/2005 | ANDREW CONNOR | NPPO | REVIEW | Denied | Submit NPPO plan or Application for Exception per DS 2-15.0 |
| 01/18/2005 | Peter McLaughlin | ZONING | REVIEW | Denied | SITE PLAN TRANSMITTAL TO: Roger Gerard FROM: Peter McLaughlin 3305 N. Park Ave. Senior Planner Tucson, AZ 85719 Devlpmnt Svcs. Dept. (520) 390-9696 FOR: Patricia Gehlen Principal Planner Development Services Dept. PROJECT: T04CM00553 Addition to Westside Church of God 1901 W. King Ave Site Plan Review (1st review) TRANSMITTAL: January 20, 2005 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. This project may required a full code compliance review (with applicable site fees) depending on the expansion of vehicle use area and on the existence of permits for the existing parsonage, which is not shown on the last approved site plan from records. Provide a calculation of vehicle use area expansion and provide evidence that the parsonage has been permitted. If the parsonage has not been permitted it must be permitted at this time and may not be counted in the existing building square footage but rather must be included in the expansion percentage. Revise and correct calculations to allow a determination whether a full code compliance review is required. More comments may be required after this determination is made. DS 2-02.2.2.A.6 2. It is unclear if there is a backup spur with a curb along the south end of the paved portion of the parking lot. If so, show how access will be provided to the existing gravel parking lot to the south of the paved lot. Also, if applicable, dimension the backup spur. The backup spur itself must be a minimum of 3 feet deep. And in addition to the required 3-foot back up spur, an additional minimum distance of 3 feet will be provided between the back of the spur and any obstruction over six (6) inches in height, such as the 6' chain link fence along the west property line. DS 3-05.2.2.D 3. Between any building and PAAL, a minimum 5-foot pedestrian refuge area is required. The refuge areas must include a four-foot wide concrete sidewalk that is physically separate from the PAAL. There is no pedestrian refuge area shown along the south and west side of the existing parsonage or along the northeast corner of the proposed building. Please detail and dimension pedestrian sidewalk/refuge areas adjacent to the buildings. DS 3-05. 2.1.C.1 DS 3-05.2.2.B.1 DS 2-02.2.1.A.12 4. Provide a calculation of both standard and handicapped parking required and provided, including the existing. It is unclear how many parking spaces are required/provided overall Show the required h/c spaces on the drawing and provide a parking detail specifying the all dimensions and maximum slopes of the handicap parking aisle and ramps on the h/c detail. Indicate on the detail that for the proposed van accessible h/c spaces the adjacent aisle width is to be 8 feet. Handicap accessibility is required into all buildings. Show accessible pedestrian routes to building entrances, including the entrance into the new addition. Vehicles may not back out into public right-of-way. The parking in front of the building is non-conforming and does not appear on the approved site plan. Revise plan or provide written documentation that the parking is legal non-conforming. DS 2-02.2.2.A.4 IBC/ANS 5. If applicable, show any easements of record including docket and page reference. DS 2-02.2.1.A.20 6. Based on the principal use (Religious Use), bicycle parking is required at 8 percent of the vehicle parking spaces provided, 10 percent class 1, 90 percent class 2. However, any use providing less than 50 motor vehicle spaces may substitute Class 2 spaces for Class 1 spaces. Provide a bicycle parking calculation indicating the number of class 2 and Class 1 (if applicable) bicycle parking spaces required and provided. Also, dimension the bicycle parking layout, including maneuverability area on the plan per DS 2-09. LUC 3.3.3.5 LUC3.3.4 LUC 3.3.7.8.A DS 2-02.2.1.A.9 7. Dimension all property lines on the drawing. DS 2-02.2.1.A.5 8. Continuous pedestrian circulation must provide connections between the building entrances and the adjacent right-of-way along King Ave. per DS 2-08.3.1. Please revise to show pedestrian sidewalk connections. DS 2-02.2.1.A.12 9. Provide sight visibility triangles at the entrance drive along King Aveue DS 3-01.5.1 DS 2-02.2.1.A.10 10. A minimum of two feet is required between the PAAL and any obstruction such as a wall or fence along the west property line. The additional area is necessary to provide clearance for fire, sanitation and delivery vehicles. Revise plan to dimension the minimum 2-foot space if applicable and label any walls or fences existing. DS 3-05.2.2.B.3 11. Add the zoning of the project site (zoned R-1) to the plan. DS 2-02.2.1.A.28 12. The legal description provided on the plan describes more than is shown on the drawing. Add the portion described as HIRAM BANKS ACRES W 48' OF N146' LOT 51 to the drawing if this also part of the site. If this is part of the church site, a lot combination may be required. Clarify and provide all required documents if applicable. Revise tax parcel code number if necessary. DS 2-02.2.1.A.2 13. Add the development designator to the notes. The development designator for the religious use in the R-1 zone is "12". DS 2-02.2.1.A.31 LUC 2.5.4.2.C.10 14. Provide a loading zone calculation based on the religious use. A loading space for the religious use is not required. Add a note stating that no loading spaces are required or provided. DS 2-02.2.2.A.5 15. Show the location, type, size and height of any existing and proposed signage and lighting. DS 2-02.2.1.A.13 16. Add a north arrow to the drawing. DS 2-02.2.1.A.1 17. All print size must be a minimum of 12 point (0.12 inches) for microfilming and archiving purposes. Revise all text in the location plan map which does not meet this minimum size requirement. 18. Add dimensions and building heights for existing and proposed buildings. DS 2-02.2.1.A.6 If you have any questions about this transmittal, please call Peter McLaughlin, (520) 791-5608. |
| 01/20/2005 | PETER MCLAUGHLIN | ZONING HC SITE | REVIEW | Denied | See zoning review comments. |
| 02/03/2005 | ELIZABETH EBERBACH | ENGINEERING | REVIEW | Approved | TO: Roger Gerard, applicant SUBJECT: Addition for Westside Church of God Engineering & Floodplain Review REVIEWER: Elizabeth Eberbach DATE: February 3, 2005 ACTIVITY NUMBER: T04CM03926 SUMMARY: Engineering has received and reviewed the Site Plan and Drainage Statement for site plan review, and recommends approval of the site plan. The Drainage Statement was accepted for review of this project only. The following conditions are applied to the project: SITE PLAN CONDITIONS: 1) Per Drainage Statement for the Westside Church of God (dated 1-3-5, DEI Job No.040902), water harvesting shall be provided within depressed landscaped feature areas; depressed areas shall be a minimum 6 inches deep. 2) There shall be no disturbance of wash area (FEMA SFHA FIRM Panel 2210K). 3) Provide temporary trash dumpster at site during construction. 4) Offsite disposal location for deleterious materials shall be placed in an approved and permitted site. No dumping in wash. 5) Temporary fencing will be installed around construction areas in order to prevent encroachment into the natural areas. 6) For any work performed within the right-of-way, contact the City of Tucson Department of Transportation Permits and Codes at (520) 791-4249. 7) Any revision to the Site Plan may require a re-submittal of the revised site plan for review. Contact DSD Engineering at 791-5550 to discuss changes in site plan design. For any questions, call me at 791-5550, extension 2204. Elizabeth Eberbach, PE Civil Engineer Engineering Division Development Services |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 02/14/2005 | LISA LESNY | OUT TO CUSTOMER | Completed |
| 02/14/2005 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |