This is the original submission, which is not
the current revision.
This display is available for archival purposes.
PROJECT 1383:
2758 Dairy Dr.
| Submitted by: | Construction Services Inc. |
| Project type: | Permitted Use |
| Description: | New building |
| Status: | completed on 6/1/2009 |
Project has been completed.
| Agency | Status | Requirements | Remarks | Checkout Date | Reviewed |
| Zoning | denied | 1 2 3 4 | 5 | 5/12/2009 | 5/14/2009 |
| Traffic Engineering | approved | | 1 2 | 5/5/2009 | 5/8/2009 |
| Fire | supplement needed | 1 | | 5/5/2009 | 5/7/2009 |
| Engineering | denied | 1 2 3 | | 5/5/2009 | 5/18/2009 |
| Lighting | approved | | | 5/4/2009 | 5/4/2009 |
| Engineering Mapping | approved | | 1 | 5/7/2009 | 5/7/2009 |
| Revision | Submit date |
| original | 5/4/2009 |
| 1 | 5/21/2009 |
Engineering
Redraft required:
Project is "new development" not "infill". Revise bioretention basin design to provide sediment control at 80% trapping efficiency with new SLAMM analysis.
Redraft required:
Revise bioretention design to provide 3 feet of engineered fill. The proposed cross section can be approved only if an impermeable liner is added to the revised plans.
Supplementary material required:
The Applicant shall submit prior to sign-off, digital PDF files to the Engineering Division (attention: Jeff Benedict, email: jbenedict@cityofmadison.com). The digital copies shall be to scale, and shall have a scale bar on the plan set.PDF submittals shall contain the following information:a) Building footprintsb) Internal walkway areasc) Internal site parking areasd) Lot lines and right-of-way linese) Street namesf) Stormwater management facilitiesg) Detail drawings associated with Stormwater Management Facilities (including if applicable planting plans)The Applicant shall submit to jbenedict@cityofmadison.com prior to plan sign-off, electronic copies of any Stormwater Management files including:a) SLAMM .DAT filesb) RECARGA filesc) TR-55/HYDROCAD/Etc.d) Sediment loading calculationsIf calculations are done by hand or are not available electronically the hand copies or printed output shall be scanned to a PDF file and provided. Storm Water Management Report shall be stamped by a Licensed P.E.
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Engineering Mapping
Note:
Supplementary Condition Completed (was The Applicant shall submit, prior to plan sign-off, a digital CAD file (single file) to the Engineering Program Specialist in the Engineering Division (Lori Zenchenko). The digital CAD file shall be to scale and represent final construction. The single CAD file submittal can be either AutoCAD (dwg) Version 2001 or older, MicroStation (dgn) Version J or older, or Universal (dxf) format and contain the only the following data, each on a separate layer name/level number: a) Building Footprints; b) Internal Walkway Areas; c) Internal Site Parking Areas; d) Other Miscellaneous Impervious Areas (i.e. gravel, crushed stone, bituminous/asphalt, concrete, etc.); e) Right-of-Way lines (public and private); f) All Underlying Lot lines or parcel lines if unplatted; g) Lot numbers or the words “unplatted”; h) Lot/Plat dimensions; i) Street names. All other levels (contours, elevations, etc) are not to be included with this file submittal. NOTE: Email file transmissions preferred Lzenchenko@cityofmadison.com . Include the site address in the subject line of this transmittal. Any changes or additions to the location of the building, sidewalks, parking/pavement during construction will require a new CAD file.)
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Fire
Supplementary material required:
Submit a site plan that clearly identifies the location of all fire lanes, the fire lane as drawn on plan 2.3 shows the fire lane over 150 feet without an approved turnaround. It is just short of meeting the max 150 feet hose reach when brought the fire lane is brouoght back to 150 feet. Show the whole fire lane drawn out and meet the 150 hose reach. Call for assistance if needed on this.
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Traffic Engineering
Note:
Supplementary Condition Completed (was The Driveway Approach form is already filled out in Traffic Engineering Office and requires only the fee and deposit to be paid as noted prior to site approval. “Permit to Construct Commercial Driveway Approach.” The Driveway Approach Fee $ 100.00 M.G.O. and Deposit to Insure Conduit $ None Make Check Payable to the City of Madison Treasurer to be delivered or mailed to Attention John Leach, Traffic Engineering, Madison Municipal Building, Suite 100, 215 Martin Luther King Jr. Blvd., P.O. Box 2986, Madison, Wisconsin 53701-2986. )
Note:
Supplementary Condition Completed (was The applicant shall revise the driveway approach on sheet 2.1. The driveway approach shall be Class 3 approach with flares and the sidewalk shall go through the approach. The applicant shall submit 4 copies to TE office with the revision.)
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Zoning
Redraft required:
The fire access supplemental plan is not consistent with the original submitted plan. Pavement has been added for the fire lane.
Redraft required:
One 10' by 35' loading stall is required.
Supplementary material required:
Submit a landscape plan stamped by a registered landscape architect.
Supplementary material required:
Additional landscape points are required for a minimum total of 367 points. A loading stall is required which adds 75 points to the minimum number of points.
Note:
This review is for the proposed new building and parking only, not for a future building expansion or future parking expansion.
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