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Permit Review Detail
Review Status: Completed
Review Details: FLOODPLAIN
Permit Number - T05OT00751
Review Name: FLOODPLAIN
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/22/2005 | DOUG WILLIAMS | ENGINEERING | REVIEW | Denied | SUBJECT: Site/Floodplain Use Permit review DATE: 21 April 2005 ACTIVITY NUMBERS: T04CM005457/T05OT00751 T14S, R13E, Section 12 Engineering Division has reviewed the Subject items, and approval is not recommended at this time. Please provide a revised site plan and a response letter addressing all comments provided. A grading plan/permit will be required for this development. The site plan may serve as a site/grading plan with appropriate titling, upon provision of all data listed below provided on the plan,. A grading permit application must be completed and submitted for review and approval prior to floodplain and building permit approvals (Tucson Code, Section 26-8 b 3 -Floodplain and Erosion Hazard Area Regulations - subdivision and development project requirements). 1. Provide a note on the plan that the site lies within the 100-year floodplain (Development Standards - DS - 2-02.2.1 A 15 and 10-02.0, Sections 2.3.1.4 C 6 & Sec. 5.2.5). 2. Provide a basis of elevation on the plan based upon National Geodetic Vertical Datum (NGVD) 1929. Federal Emergency Management Agency (FEMA) floodplain development regulations require all new structure's lowest floor elevations, and all pads for service facilities such as electrical equipment and machinery servicing the structure(s) be certified by a registered land surveyor or civil engineer, referenced to NGVD 1929 datum. 3. Depict existing topographic contours or sufficient spot elevations, and include a local benchmark with the benchmark description and elevation provided on the plan. Include data for converting to North American Vertical Datum (NAVD) 1988 from NGVD 1929, and reference City Field Book and Page or GPS control point - this information may be available at: http://tdotmaps.transview.org/mapguide_mwf_tdot.htm (DS 2-02.2.1 A 23). 4. Depict drainage patterns and proposed finish grades (Tucson Code, Section 26-11.2 A, DS 2-02.2.1 A 16 and DS 10-02.0, Sec 5.2.5). 5. Provide a note that the lowest floor elevation, and all equipment and machinery (including condenser units and electric pedestal) servicing the structure are to be constructed at or above 2360.5 NGVD 1929, in accordance with the approved drainage report. Include notation that these elevations must be certified by a State-registered Land Surveyor or Civil Engineer. A hold will be placed on the final inspection until a properly completed Elevation Certificate is returned to Engineering Division - Development Services Department (Tucson Code, Sec. 26-5.2 I). 6. Provide estimated cut/fill quantities DS 2-02.2.1.17. 7. Specify a new driveway apron to be constructed per Pima County/City of Tucson Standard Detail 206, new curb access ramps to be constructed per Standard Detail 207, and provide a note to close the existing curb cut and construct new 5' sidewalk (PC/COT SD 200 & DS 3-01.3.3 A). 8. Clarify and revise the note to connect the new 3" building drain to connect to the existing HCS. If the building drain is conveying stormwater runoff, it may not connect to an HCS. Revise as necessary. Please complete and submit a grading permit application with three sets of site/grading plans with a resubmittal . If you have any questions, please contact me at 791-5550 Ext. 1189, or via email at Doug.williams@Tucsonaz.gov Doug Williams Sr. Engineering Associate Engineering Division Development Services Department |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 05/04/2005 | KMEDINA1 | OUT TO CUSTOMER | Completed |