This is the original submission, which is not
the current revision.
This display is available for archival purposes.
PROJECT 1540:
4002 Kipp St
| Submitted by: | Koscik Construction Inc |
| Project type: | Conditional Use |
| Description: | truck terminal and waste transfer station |
| Status: | denied |
Resubmit will be accepted.
| Agency | Status | Requirements | Remarks | Checkout Date | Reviewed |
| Zoning | supplement needed | 1 | | 10/19/2009 | 10/30/2009 |
| Traffic Engineering | approved | | 1 2 3 | 10/9/2009 | 10/13/2009 |
| Fire | denied | 1 2 3 4 5 | 6 | 10/13/2009 | 10/13/2009 |
| Engineering | supplement needed | 1 2 3 4 5 | | 10/12/2009 | 10/19/2009 |
| Planning | supplement needed | 1 2 3 4 | | 10/15/2009 | 10/23/2009 |
| Lighting | supplement needed | 1 | | 10/26/2009 | 10/27/2009 |
| Engineering Mapping | supplement needed | 1 | 2 | 10/14/2009 | 10/23/2009 |
| Revision | Submit date |
| original | 10/9/2009 |
| 1 | 11/18/2009 |
Engineering
Supplementary material required:
Clarify site access route to both Engineering and Fire Dept. Show entire access route (and construction materials proposed) from Marsh Rd into the site. Should this route be omitted from the proposal, state that to both Engineering & the Fire Dept.
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.
Supplementary material required:
Show limits of street construction of Kipp Street. Sanitary and Water Main will need to be extended past street construction limits in order to serve this property. Limits of these extensions should be clearly shown on this supplement.
Supplementary material required:
Water Utility needs to approve the Utility plan for this project. Two water laterals are shown on the plan. One is shown as a stub "by others".
Supplementary material required:
Engineering will not approve plans until Fire Dept. has granted plan approval.
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Engineering Mapping
Supplementary material required:
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.
Note:
The owner/applicant desires to develop this site on three existing platted lots. The proposed building does not cross platted lot lines, therefore the zoning code does not require a Certified Survey Map to combine the three lots into one. However, it is suggested that the applicant submit a written request to the Assessor's Office to combine the three city parcels into one for a more efficient tax roll and property listing.
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Fire
Redraft required:
The revised site plans shall clearly identify the location of all fire lanes with turn arounds.
Redraft required:
Provide an aerial apparatus fire lane that is at least 26-feet wide, with the near edge of the fire lane within 30-feet of the structure, and parallel to one entire side of the structure.
Redraft required:
A dead-end fire lane that is longer than 150-feet shall terminate in a turnaround. Provide an approved turnaround (cul-de-sac, 45 degree wye, 90 degree tee) at the end of a fire lane that is more than 150-feet in length. the East turn a round goes over the concrete pad in front of the building. Make note if this is flat or raised. If raised you shall show the roll-able curb drawing on the plan.
Redraft required:
Provide a minimum unobstructed width of 26-feet for at least 20-feet on each side of the fire hydrant, south hydrant has a fence shown against it, this fence shall be more then 3 feet away per IFC 507.5.5
Redraft required:
Per MGO 34.20(e) and IFC section 507.1:Minimum Flow and System Design.1. Private fire service mains serving fire hydrants shall be the same size as the public mains supplying the private water system unless hydraulically calculated to provide the minimum required flow and pressure in accordance with nationally recognized standards. There is a 10 inch main feeding these and you have 8 and 6 inch serving your hydrants.In all cases, mains do not need to exceed 10 inches but shall be at least six inches in diameter. Alternative designs, based on nationally recognized standards for calculating fire flow demands, may be approved by the Chief. If the minimum flow and pressure requirements cannot be supplied by a private water supply system, the owner may be required to install a water reservoir and pressure boosting system, or a public water supply system and/or multiple points of connection to the public water main(s).
Note:
The Fire Department Connection is shown in a location that will not be accessible. It will be behind a fence and around a corner from the end of the fire lane.
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Lighting
Supplementary material required:
Please submit one copy of the fixture cut sheets. Must use full cutoff fixtures. Trespass light can not exceed 0.5 foot candles. Show a summary of the lighting and the trespass light levels on the photometric plot. Refer to Madison General Ordinance 10.085 for details.
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Planning
Supplementary material required:
Revise sheet C101- to clarify the location of the wood/chain link fence. Portion of the fence appears to be mislabeled.
Supplementary material required:
Contact Planning Division Staff regarding the Landscape Plan.
Supplementary material required:
Revise Elevation Drawings to identify primary exterior materials and indicate the color of exterior walls and overhead doors.
Supplementary material required:
Revise Sheet C104 and remove the two notes indicating that "Material and Finish to be Selected by Owner." These items shall be specified on the plans, per staff approval. Provide typical details of all fence types.
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Traffic Engineering
Note:
Supplementary Condition Completed (was The applicant shall revise site plan sheet C101 as follows. The applicant shall relocate the proposed STOP out of Kipp Street right-of-way onto the private property. The applicant shall submit four supplemental revised copies to Traffic Eng. Staff. )
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 show the dimensions for proposed parking stalls’ items B, C, D, E, F, and degree of angle parking width and backing up, according to Figures II "Medium and Large Vehicles" parking design standards in Section 10.08(6)(b) 2. Signs and planting areas are to be excluded from the rectangular stall areas including the two (2) feet of vehicle overhang. The two (2) feet of vehicle overhang shall be shown on the plan and dimensioned. The applicant shall revise sheet C101 with dimensions. The applicant shall submit four supplemental copies to Traffic Eng. staff. )
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Zoning
Supplementary material required:
Provide detail of bike parking. Be advised that a bike-parking stall is two feet by six feet with a five-foot access area and shall be in a safe and convenient location on an impervious surface.
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