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Permit Number: T10CM01432
Parcel: 116300120

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T10CM01432
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/27/2010 DAVE MANN FIRE REVIEW Approved
07/30/2010 ELIZABETH EBERBACH ENGINEERING REVIEW Approved DATE: July 30, 2010
SUBJECT: 2102 SOUTH TWINKLING STARR DR, Lot 12 Wildcat Pass Site/Grading Resubmittal
REVIEWER: Elizabeth Leibold, P.E.
ACTIVITY NUMBERS: T10CM01432, T10BU00852

Summary: Engineering Division has reviewed the site plan and grading plan resubmittal package and recommends approval with the following grading permit conditions to be completed during grading construction.

GRADING PERMIT CONDITIONS:
The following 7 conditions apply to grading permit T10BU00852:
1) There shall be no disturbance outside of the disturbance/grading limits as shown on the approved plan. A minimum of 2-ft offset shall be provided from property line to grading limits. Southeast grading limits shall have heavy duty construction fencing to maintain limits of disturbance within property boundaries. Field adjustment may be required to assure that all retaining walls, swales, slope runout and other grading construction disturbance is not located within the 2-ft offset from lot property lines.
2) Rear yard and side yards shall be graded with an additional interceptor swale at base of retaining wall and outer edge of yard to provide positive drainage away from foundation and toward drainage focal points around the rear and side yards from grade break elevation at rear of yard so that ponding is minimized at side and rear yards.
3) Call DSD Engineering Inspector for Special inspection for all interceptor swales required along cut slopes at rear and side yards.
4) Special geotechnical inspection is required for cut slopes steeper than 2:1(H:V) other than the 0.5:1 (H:V) cut slope at north side of driveway. Provide geotechnical report statement to DSD Engineering Civil Engineer Reviewer or DSD Engineering Inspector. Call DSD Engineering Inspector to be at the site during this special inspection.
5) Maximum cut slope grade is 1:1(H:V) for cuts in native bedrock. Fill slopes, and other cut slopes not in bedrock, shall be no steeper than 2:1(H:V).
6) Permanent erosion protection shall be provided in the form of curb header, landscaping, handplaced rip rap with filter fabric, or handplaced grouted rip rap. Any rip rap shall be handplaced per HDZ requirements.
7) Separate building permit applications / reviews are required for any walls.

I can be reached at 837-4934 if you have questions.

Elizabeth Leibold, P.E., CPM, CFM
Civil Engineer
Engineering Division
Planning & Development Services Department
08/02/2010 KEN VAN KARSEN BUILDING-RESIDENTIAL REVIEW Approved
08/04/2010 MICHAEL ST. PAUL ZONING REVIEW Approved
08/11/2010 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Denied 1. PREVIOUS COMMENT 1; SHEET S1.1; PLAN NOTES: PROVIDE A MINIMUM 3/32" HIGH LETTERING PER CITY OF TUCSON REQUIREMENTS.
2. PREVIOUS COMMENT 3; SHEET S3.1; PLAN NOTES AND WALL SCHEDULE: PROVIDE A MINIMUM 3/32" HIGH LETTERING PER CITY OF TUCSON REQUIREMENTS.
3. PREVIOUS COMMENT 4; SHEET S3.1 (FRAMING PLAN); STRUCTURAL CALCULATIONS (B17 ON SHEET 8): THE CALCULATIONS INDICATE BEAM B17 TO BE 2-2X8, WHILE THE FRAMING PLAN INDICATES 2-2X6. CLARIFY.
4. PREVIOUS COMMENT 5; SHEETS S3.1 AND S3.2 (PLAN NOTES); STRUCTURAL CALCULATIONS (SHEET 9): THE TABLE IN THE CALCULATIONS INDICATES ALL WALL STUDS TO BE 2X6 AT 16" 0.C., WHILE THE PLAN NOTES INDICATE 2X4 AT 16" O.C. OR 24" O.C. CLARIFY.
5. PREVIOUS COMMENT 6; SHEET S4.1; DETAILS 2 AND 3: REVISE THE LEVEL OF WALL SHADING SO INFORMATION IS NOT HIDDEN.
6. PREVIOUS COMMENT 7; GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.
08/12/2010 GERRY KOZIOL WWM REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
08/26/2010 CPIERCE1 OUT TO CUSTOMER Completed
08/26/2010 SUE REEVES REJECT SHELF Completed