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Permit Review Detail

Permit Number: T04CM00553
Parcel: 13409002E

Review Status: Completed

Review Details: SITE

Permit Number - T04CM00553
Review Name: SITE
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
02/11/2004 JIM EGAN FIRE REVIEW Approved
03/04/2004 Paul Machado ENGINEERING REVIEW Denied To: Thomas Trimble, P. E.
Trimble Engineering, Inc.
Tucson, Arizona

SUBJECT: 8424 E. Old Spanish Road
Site plan T04CM00553 (First Review)
T14S, R15E, Section 16

RESUBMITTAL REQUIRED: Site Plan and Hydrology Report.

The Site Plan (SP) and Hydrology Report (HR) 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 re-submittal.
2. The plans submitted are titled "Grading and Paving" plans. This submittal however was reviewed for Site plan requirements due to the permit requested per D.S. 2-02.0. A separate submittal for a grading permit may be required. Also a grading permit will not issued until a Site plan has been approved.
3. Please provide property description per D.S. 2-02.2.1.3.
4. Please label lot dimensions and bearings per D.S. 2-02.2.1.5
5. Provide all existing and proposed buildings and structures, including location, size, height, overhangs, canopies, and use per D.S. 2-02.2.1.6.
6. Label existing and future sight visibility triangles per D.S. 2-02.2.1.10.
7. Show all points of egress and ingress including locations and width of driveways and parking area access lanes (P.A.A.L.) per D.S. 2-02.2.1.11.
8. Please label all vehicular, bicycle, pedestrian, and handicapped circulation clearly identified per D.S. 2-02.2.1.12.
9. Fully dimensioned loading space(s) and maneuvering area(s) per D.S. 2-02.2.1.14.
10. Robb Wash is designated as a W.A.S.H. wash and the requirements per the COT code chapter 29 apply. A mitigation plan will be also be required. Please revise.
11. Show the limits of the 100-year floodplain and water surface elevation of Robb Wash per D.S. 2-02.2.1.15.
12. Please provide Drainage patterns and finished grades per D.S. 2-02.2.1.16.
13. Please list estimated cut & fill quantities per D.S. 2-02.2.1.17. Please revise the cut and fill quantities, it seems unlikely that both the cut and fill are 0 cy.
14. 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.
15. 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.
16. 5-year threshold retention is required per the Stormwater Detention/Retention Manual per Chap. I, 1.4. 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. See example attachment Also see HR comments.
17. Dimension from street monument lines to existing and proposed curbs, sidewalks, driveways, and utility lines per D.S. 2-02.2.1.21.
18. Please provide a Bench Mark based on City of Tucson Datum, including City Field Book and page number per D.S. 2-02.2.1.23.
19. Show all fences, walls, or vegetation for screening and sight visibility by type, material, height, location and spacing per D.S. 2-02.2.1.27.
20. Show Site plan number (T04CM00553) on all sheets per D.S. 2-02.2.1.29.
21. Show refuse container location, size, and access thereto fully dimensioned per D.S. 2-02.2.1.32 and D.S. 6-01.0.
22. 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. Vertical curbs are required in the R/W.
23. Please show a typical cross section of the P.A.A.L. or call out the percentage of slopes. Call out the GB at the D/W, if applicable.
24. 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.
25. List the consulting engineer and the owner/developer on the plans with the pertinent information.
26. A floodplain use permit may be required.
27. Add note: "Depress all landscaped areas 6" maximum for water harvesting".
28. A Stormwater pollution prevention plan may be required. Please list area of disturbance on plans. Contact Paul P. Machado by phone or email.
29. Please include a cross-section of the P.A.A.L, calling out distances, slopes, paving material etc.
30. Cut or fill slopes require a 2' minimum setback from property line.

Hydrology Report:
1. A Hydrology report is required for parcels affected by 100 year flows of 100 cfs, of more per S.M.D.D.F.M., chap. II, 2.1.2. Please include HR with the re-submittal.
2. A Drainage Statement is not acceptable.
3. The content and format of the Hydrology report should follow S.M.D.D.F.M., chap. II, 2.1.3.
4. A $150.00 review fee of the HR may be required.
5. Show the project address on the cover of the Hydrology report.
6. 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.
7. Percolation testing is required to be included in the drainage report per Storm water DET./RET. manual in II 2.2.
8. Robb Wash is designated as a W.A.S.H. wash and the requirements per the COT code chapter 29 apply. A mitigation plan will be also be required. Please revise.
9. The TSMS node approx. 871' downstream at Broadway Blvd. & Sarnoff Dr. is listed as Q100=2034 cfs. This suggests that a floodplain may affect the property.
10. Please use the calculation for a curved channel to obtain the distance for the erosion hazard setback.


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
03/12/2004 PETER MCLAUGHLIN HANDICAP-SITE REVIEW Denied See zoning review comments.
03/12/2004 PETER MCLAUGHLIN ZONING REVIEW Denied SITE PLAN TRANSMITTAL

TO: Tony Romano FROM: Peter McLaughlin
2626 E. 3rd Street Senior Planner
Tucson, AZ 85716
(520) 444-7049

FOR: Patricia Gehlen
Principal Planner
Development Services Dept.

PROJECT:
T04M00553
Meeting Hall for Compassion Christian Center
8424 E. Old Spanish Trail
Site Plan Review (1st review)

TRANSMITTAL: March 12, 2004


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 was reviewed as a greater than 25 percent expansion based on the new building proposed. Full code compliance is required. Provide the percent expansion on the plan. With a 7,269 square foot building existing and an 8,000 square foot building proposed, the percent expansion is 110 %.
DS 2-02.2.2.A.6

2. The minimum text size for microfilming/archiving purposes is required to be 12 point (0.12"). Some of the lettering and dimension numbers do not meet this minimum requirement. Revise text to meet minimum standard.

3. The two back up spurs at the west end of the parking area must provide a minimum of 6 feet total. The backup spur itself is to be a minimum of 3 feet. 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. This also applies to the backup spur at the northeast corner of the site, where there is also a 6' chain link fence shown.
DS 3-05.2.2.D

4. 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 side of the existing building 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

5. Provide a calculation of handicapped parking both required and provided. For between 76 and 100 total parking spaces provided, 4 h/c spaces are required, one must be van accessible.
DS 2-02.2.2.A.4
IBC

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. Revise bicycle parking calcs to show at least one class 1 bike parking space. Show the location of the class 1 space on the site plan. Also, dimension the bicycle parking layout, including maneuverability area on the plan per DS 2-09.
LUC 3.3.3.5
LUC3.3.4
DS 2-02.2.1.A.9

7. If applicable, show any easements of record including docket and page reference.
DS 2-02.2.1.A.20

8. The minimum required PAAL width is 24 feet. The PAAL located between the building is not dimensioned and does not appear to meet this minimum requirement. Dimension all PAALs on the site plan.
LUC 3.3.7.2
DS 3-05.2.1.C.1

9. Provide the slope of the handicap parking aisle and ramp on the h/c detail. Indicate on the detail that for the proposed van accessible h/c spaces the adjacent aisle width is increased to 8 feet.
ANSI/IBC

10. Continuous pedestrian circulation must provide connections between the buildings and to the adjacent right-of-way along Old Spanish Trail per DS 2-08.3.1. Please revise to show pedestrian sidewalk connections.
DS 2-02.2.1.A.12

11. The proposed one-way PAAL adjacent to and parallel with the Old Spanish Trail right-of-way must be striped and signed as one-way. Show the location of all signage.

12. Sight visibility triangles are not drawn correctly. Please revise drawing on sheet 2. DS 3-01.5.1
DS 2-02.2.1.A.10

13. Add the zoning of the project site (zoned C-1) to the plan. DS 2-02.2.1.A.28

14. Add the complete and correct legal description to the plan. The legal description is: Desert Steppes Estates, Easterly 278.13' of Southerly 331.89' of Blk B, Book 14, Page 80. DS 2-02.2.1.A.2

15. Add a general note stating that the project meets the criteria for LUC Sec. 2.8.4, Gateway Corridor Zone and LUC Sec. 2.8.3, Major Streets and Routes (MS&R) Setback Zone.
16. Add the development designator to the notes. The development designator for the religious use in the C-2 zone is "31". DS 2-02.2.1.A.31
LUC 2.5.4.2.C.10

17. 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

18. Show the location, type, size and height of any existing and proposed signage. DS 2-02.2.1.A.13

19. Add building heights for existing and proposed buildings. DS 2-02.2.1.A.6

20. Label existing and future sidewalks along with the future curb, and dimension them from street monument lines.
DS 2-02.2.1.A.21

If you have any questions about this transmittal, please call Peter McLaughlin, (520) 791-5608.
03/12/2004 Joseph Linville LANDSCAPE REVIEW Denied 1) Include legal description of site. DS 2-07.2.1.B.1

2) Indicate location, size, and name of existing vegetation to remain in place. DS 2-07.2.2.A.1.e

3) Show on landscape plan future and existing SVT's DS 2-02.2.1.A.10

4) Label or show on landscape plan areas that will have Decomposed Granite including adjacent ROW per LUC 3.7.2.7

5) NPP Application for Exception additional information is required. An aerial photograph, taken within three years of submittal.

6) Show MS&R on landscape plan, intersection widening may apply. LUC 2.8.4


6) Revise landscape plan to include site plan improvements DS 2-07.2.1.A

7) A 5' wall is required to screen parking lot from adjacent residential properties per LUC 3.7.2-I

8) A 2' separation between wall and PAAL is required per DS 3-05.2.3.C.1 refer to LUC requirement 2-06.3.7.B.5.c

9) Plant and habitat inventory and mitigation plan is required for spillway into wash per Wash Ordinance Chapter 29-TCC.

10) 20% of shrubs are required to 5 gallon size DS 3-06.3.5.F
03/15/2004 ANDREW CONNOR NPPO REVIEW Denied NPP Application for Exception additional information is required. An aerial photograph, taken within three years of submittal.

Final Status

Task End Date Reviewer's Name Type of Review Description
03/19/2004 EGRANT1 OUT TO CUSTOMER Completed
03/19/2004 SUE REEVES REJECT SHELF Completed