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Permit Review Detail

Permit Number: T02CM04639
Parcel: 10605003A

Address:
3901 N ORACLE RD

Review Status: Completed

Review Details: SITE

Permit Number - T02CM04639
Review Name: SITE
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
10/04/2002 JIM EGAN FIRE REVIEW Denied 1. FIRE HYDRANT REQUIRED.
2. MINIMUM WIDTH FOR FIRE APPARATUS ACCESS IS 20 FEET. REMOVE/RELOCATE MONUMENT SIGN ISLAND TO PROVIDE MINIMUM 20 FOOT WIDE INGRESS.
3. SUBMIT COMPLETE CODE REVIEW CHECKLIST.
10/08/2002 DAN CASTRO HANDICAP-SITE REVIEW Approved
10/08/2002 DAN CASTRO 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. Note the legal description of the property on the site plan.
D.S. 2-02.2.1.A.2

2. a) Since the future right-of-way has yet to be dedicated and the proposed project includes development in the future right-of-way, a "future" site plan must be provided to show how the site will meet all code requirements (i.e. landscaping, screening, building setbacks, and applicable calculations) at the time of road widening. Future site plan information may be drawn on the existing site plan (sheet 1 of 1) since the amount of "future " information to be provided is minimal.
b) Attached is a copy of the City of Tucson Major Streets and Routes Covenant, which must be signed, notarized, and recorded. Please refer to that last sheet of the covenant for additional documents needed for recordation. The covenant must be recorded prior to final site plan approval by the Zoning Review Section.

3. The gross floor area of the two (2) buildings noted under general note five (5) (47,074 S.F.) does not add up to the G.F.A. noted on the site plan (7422 S.F. 2-stories + 19, 461S.F. + 8,550 S.F. totals 42,855 S.F.). Please note the correct square footage. The number of vehicle parking spaces and bicycle parking spaces required may not be determined for compliance until this information is clarified.
D.S. 2-02.2.1.A.8/ D.S. 2-02.2.2.A.4/ L.U.C. 3.3.4

4. Future sight visibility triangles must be labeled and dimensioned on the plan.
D.S. 2-02.2.1.A.10

5. The new warehouse building must be connected to the on-site pedestrian circulation system.
D.S. 2-02.2.1.A.12/ D.S. 2-08

6. If applicable, provide a detail of existing free-standing signage and outdoor lighting on the site plan.
D.S. 2-02.2.1.A.13/ D.S. 2-02.2.1.A.25

7. Per L.U.C. 3.4.5.3 (Retail Use Group), a minimum of three (3) 12' x 35' loading spaces are required for a total G.F.A. between 30,001-60,000 S.F. Revise loading space calculation and site plan to reflect correct number of loading spaces.
D.S. 2-02.2.1.A.14/ D.S. 2-02.2.2.A.5

8. If applicable, all existing or proposed easements must be shown on the plan including width, type, and recording docket and page reference.
D.S. 2-02.2.1.A.20

9. Label and dimension the future curb along Oracle Road. Per the MS&R Plan, the future curb is located 12 feet in front of the future property line.
D.S. 2-02.2.1.A.21

10. All requested changes must be made to the site and landscape plans.
D.S. 2-07.2.1.A
10/14/2002 JOE LINVILLE NPPO REVIEW Approved EXCEPTION. NO PROTECTED PLANTS ON SITE.
10/14/2002 JOE LINVILLE LANDSCAPE REVIEW Denied 1) Revise the plans and general note 22 to provide consistent information. The plans indicate a 6' high wall, while the note indicates a 30" screen wall.

2) The retention basin is required to be landscaped LUC 3.7.4.3. The standards for landscaping are contained in DS 10-01.0, the Stormwater Retention/Detention Manual. Revise the landscape plan as necessary.

3) The site is subject to the MS&R overlay zone. Revise the plans to comply. The plans must include a site plan that indicates how the site will meet all Land Use Code requirements when the MS&R right of way area can no longer be used as part of the site. LUC 2.8.3.5.F Add the foolowing note to the landscape plan. "The required screening and landscaping, as specified on the site plan
required by Sec. 2.8.3.5.F, will be moved to the location specified on the site plan at no cost to the
City."

4) Indicate on the plan the proposed ground plane treatments for all areas of the site including parking, retention and display areas. LUC 3.7.2.7

5) Revise the landscape plan to indicate that it is sheet 2 of 2 and revise the site plan to indicate sheet 1 of 2. Alternatively, the landscape plan title block can be modified to remove the site plan designation and retain the same sheet numbering.
10/16/2002 JAMES TATE FLOODPLAIN REVIEW Denied See Engineering comments.
10/16/2002 JIM TATE ENGINEERING REVIEW Denied The following items must be revised or added to the site plan. Please include a response letter with the next submittal that states how all comments have been addressed.

The Drainage Report was reviewed for Site Plan purposes only.

Site Plan

1. Show future curb and future sight visibility triangles. Future curb is located 12 ft. from the future right of way. DS 2-02.2.1.A.10

2. Show drainage patterns, proposed finish floor elevations and finish grades. Show proposed roof drainage. Sidewalks must be flood free for up to the 10-yr. event. DS 2-02.2.1.A.16

3. Show estimated cut and fill quantities. A Grading permit will be required for fills in excess of 50 yards. DS 2-02.2.1.A.17

4. Show existing topographic contours at intervals not exceeding two ft. and/or spot elevations as pertinent and Bench Mark based on City of Tucson Datum, including City Field Book and page number. DS 2-02.2.1.A.23

5. Show inside dimension of solid waste enclosure (10'X10') and side bollards. DS 6-01

Drainage Report

1. The project is in a critical basin. Stormwater detention must be incorporated to the extent necessary to ensure a 15% reduction in the existing 2-, 10-, and 100-year peak discharges from the site. Stormwater Detention/Retention Manual, SDRM, 1.4.

2. Retention/Detention basin: Show 100-yr. peak WSEL, top elevation, bottom elevation, weir location, weir invert elevation, ponding limits, inflow location and structure. Show basin slopes. Security barriers must be provided at the top of all basin slopes steeper than 4:1 where 100-year peak water depths exceed two feet. Show 100-year peak inflow and outflow quantities. Standards Manual for Drainage Design and Floodplain Management, SMDDFM, 2.3.1.6.A

3. Show the change in elevation on the Hydrologic Data Sheets.

4. Show flow lines and grade breaks used to determine basin lengths and average watercourse slopes. SMDDFM, 2.3.1.3.B.2.c

5. Provide a detailed basin
10/16/2002 JIM TATE SANITATION REVIEW Denied See Engineering comments.

Final Status

Task End Date Reviewer's Name Type of Review Description
10/22/2002 CINDY AGUILAR OUT TO CUSTOMER Completed