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Permit Review Detail

Permit Number: T06CM04968
Parcel: 10713032A

Review Status: Completed

Review Details: RESUBMITTAL - SITE

Permit Number - T06CM04968
Review Name: RESUBMITTAL - SITE
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
05/20/2007 SUNRISE ENGINEERING ENGINEERING REVIEW Denied May 18, 2007


City of Tucson
201 N. Stone Ave.
Tucson, Arizona 85726


RE: Plan Review: Tenant Improvement Office
Address: 2700 N. Stone Ave #100


Sunrise Engineering’s Civil Engineering Plan Review Team has completed the 2nd review of the following documents on behalf of the City of Tucson Development Services Department:

1. Plans: Two (2) copies (28 sheets) with cover sheet dated December 26, 2006 and “Delta 1” revisions dated March 15, 2007

These documents were reviewed only for their conformance to the City of Tucson Development Standards (Revised January 6, 2000). Please respond in writing to each comment by marking the attached comment list or creating a response letter.

At this time we do not recommend approval. If you have any questions regarding the attached comments and red-lines, please contact the myself at 520-723-8634, between 8:00 A.M. and 5:00 P.M., Monday through Friday.


Sincerely,
SUNRISE ENGINEERING, Civil Engineering Plan Review Team




Ricky M. Holston, P.E.
Project Manager / Civil Engineer



SUNRISE ENGINEERING REVIEWER: Ricky M. Holston, P.E.
2nd REVIEW ENGINEERING COMMENTS:

Note: Sunrise Engineering Comments are shown in bold.

DATE: December 14, 2006
FROM: Suzanne Bohnet, CFM
Engineering Division

SUBJECT: 2700 N. Stone Ave.
Beacon Group
Site Plan T06CM04968 (First Review)

RESUBMITTAL REQUIRED: Site Plan.

The Site Plan cannot be approved as submitted. Please include a response letter to the comments below along with the corrected copies of the Site Plan and complete Drainage Report with your next submittal.
Response Letter and Drainage Report not submitted.

Site Plan:
1. Please provide the Basis of Bearings and the Basis of Elevations, including vertical datum.
Basis of bearings requires two points please provide centerline monumentation, not sewer manholes unless the manhole is a published monument.

2. Please provide the estimated cut and fill quantities, listed separately in measurements of cubic yards, even if the quantity is zero (D.S. 2-02.2.1.17). Please note that if the total fill quantity equals or exceeds 50 cubic yards, a separate Grading Permit and Grading Plan are required.
Not provided.

3. Please provide the dimensions of the rights-of-way, including any applicable Major Streets and Routes (MS&R) Plan right-of-way (D.S. 2-02.2.1.19). The MS&R that affects this property is Stone Ave. with a future ROW width of 90'.
Labeled future Stone ROW but not existing or Kelso.

4. Please provide the dimensions from the street monument line to existing, proposed and future curbs and sidewalks. Sidewalk width for a future ROW of 90' is 6' within a sidewalk area of 10'.
Not provided.

5. Please clarify where the existing and proposed sidewalks are onsite.
Provided.

6. Please clarify the vertical separation between the vehicle use area and the pedestrian areas.
Need elevations and/or cross sections to determine if sidewalk and parking lot at the same elevation or there is a 6-inch step.

7. Please add a new curb symbol to the legend and/or call out where applicable on the Site Plan with Keynote No. 12 or label Keynote No. 12 as Typical.
Provided.

8. Curb access ramps are required at all points where a sidewalk intersects a curb (D.S. 3-01.3.3.C). Truncated domes are required on all curb access ramps where the interface of the pavement or vehicle use area and the pedestrian area do not have a vertical separation. The area where the truncated domes are required is 6 inches back from the interface, a minimum 2 feet deep and extending the width of the interface.
Provided callouts, provide detail to clarify 6-inch separation from interface and 2 foot width.

9. Please provide existing and future sight visibility triangles (SVT) for all existing and future ingress/egress locations on the property (D.S. 2-02.2.1.10). Lines of sight will not be obscured between 30 inches and six feet through the measured SVT by any object, including vegetation, walls, signs or buildings.
Provided SVT. Need to callout “No obstructions shall be placed within the SVT between 30-inches and 6-feet above grade.”

10. Please provide the existing and future SVT for the intersection of Stone Ave. and Kelso St.
Provided SVT. Need to callout “No obstructions shall be placed within the SVT between 30-inches and 6-feet above grade.”

11. Please provide existing topographic contours (D.S. 2-02.2.1.23).
Not provided.

12. Please provide the drainage flow arrows and finished grades (D.S. 2-02.2.1.16).
Not provided.

13. Please show maneuverability for the loading zone and the refuse collection vehicle
(D.S. 6-01.4.1.L).
Provided.

14. Please provide the detail sheet with the next submittal for review.
Provided.

15. Keynote No. 9 is not called out on the Site Plan.
Provided.

16. The Transportation Access Management Guidelines 5.4.1 states that the minimum distance
between driveways on arterial roadways is 80'. Please revise the location of the proposed northwestern drive as it is spaced approximately 30' from the adjacent property's drive.
Show dimension to adjacent properties drive to verify.

17. The Land Use Code (LUC) 3.7.4.3.B requires storm water harvesting for supplemental onsite irrigation purposes. Please provide a note referencing water harvesting in the landscape areas on your next submittal.
Provided curb cuts to drain water to landscape area. However no existing contours were provided to verify the parking lot will drain to that area. And a drainage report was not provided with an analysis of the drainage to verify the landscape area has adequate capacity to store runoff or pass it to some other place not shown on the plan.

18. Add to the driveway detail a saw cut line 2 feet past the edge of the proposed driveway line, remove and replace existing AC within 2 foot zone.
05/22/2007 HEATHER THRALL ZONING HC SITE REVIEW Denied Please see zoning review comments.
05/22/2007 HEATHER THRALL ZONING REVIEW Denied TO: Development Services Department
Plans Coordination Office

FROM: Heather Thrall
Senior Planner

PROJECT: T05CM04968
2700 N. Stone Avenue
Re-pave/re-stripe parking lot, add new vehicle entrance - new uses

TRANSMITTAL DATE: 05/22/07

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 DS 2-02.2.1.8 - is there a landscape border at the east side? Is parking going to interfere/overhang?

2. Parking calculations per the Zoning Administrator's determination are as follows - and the plan must be revised accordingly:
A) park the processing area with document storage room, inventory room, recycled inventory room, two offices, break room, janitorial closet and two bathrooms all as a Craftwork ratio of 1 space for every 500 s.f. of gross floor area
B) park the value village space and associated office and bathrooms at a 1 space for every 200 s.f. of gross floor area
C) park the vacant retail area at a 1 space for every 200 s.f. of gross floor area ratio
D) park the future retail area at a 1 space for every 200 s.f. of gross floor area ratio
E) park the outlying office spaces both at a 1 space for every 200 s.f. of gross floor area ratio
F) revise the calculations on sheet C-1 accordingly.

3. Per DS 2-02.2.2.1.9 - bicycle parking must be within 50' of main entrance. Once Zoning Administrator's determination made, further review forthcoming.
A) provide a notation on the detail that shows a 5' clear pedestrian area to one side of the racks.
B) Provide bicycle parking summary based upon principal use parking requirements.

4 Per DS 2-02.2.1.12 - clarify handicapped accessible ramp locations, slopes, etc.
A) provide notation that sidewalks are flush at west side of site or provide ramp
B) if sidewalk is flush at west side, what is the slope of the sidewalk since it has to connect to the sidewalk along the south side of the building that is raised from the asphalt?
C) ensure note provided for truncated domes on the concrete walk where transitioning from pedestrian to vehicular use area.
D) Handicapped detail shows a different size access aisle than is shown on the plan
E) Handicapped parking spaces that are angled must have an access aisle to the passenger side per ANSI

5. Per DS 2-02.2.2.A.5 - the number and size of loading zones will be reviewed after the Zoning Administrator's determination has been issued.
A) per the Zoning Administrator's determination, the uses may share the loading zone provided, as the access to it is close to all parties. (provide this note on plan)
B) Please dimension the loading zone as 12x55.
C) Please revise the loading zone calculations on the plan to show 1 loading zone provided, 1 required per zoning administrator advisement 04/27/2007 email

6. In the course of this review, staff found that it appears the square footages of the areas shown on the building do not add up to 25,000 square feet shown on sheet C-1. Please double check the numbers.

7. Please note, further review comments may be forthcoming, depending upon the response provided. Please include the Zoning Administrator's determination with the resubmittal. Note that I can be reached at Heather.Thrall@tucsonaz.gov or at 837-4951. If you desire, we may be able to address these comments in a meeting.


If you have any questions about this transmittal, please call (520) 791-5608.

HCT C:\planning\site\DSD\T06CM04968 2700 n stone 2.doc

RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised site plan and additional requested documents

Final Status

Task End Date Reviewer's Name Type of Review Description
05/23/2007 DELMA ROBEY OUT TO CUSTOMER Completed
05/23/2007 SUE REEVES REJECT SHELF Completed