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Projects Updates for place: North Campus Parking Deck (NCPD)

  1. update from Joyce Mast

    Associated Project(s): 

    From: Mast, Joyce C
    Sent: Wednesday, June 26, 2013 9:32 AM
    To: Beverage, McKenzie; Johnston, Morgan B
    Subject: RE: ECE Solar Installation Status Update

    McKenzie,

    Thank you for checking with me about the status of the Solar Installation on the North Parking Garage. I expect that no funds will be spent on the SSC account before the end of the fiscal year. We need results from the feasibility study for placing the panels on the North Parking Garage roof before we will be spending money on the panels or installation.  The study is to be officially completed by September 6, 2013, but we expect to  have drawings and plans by July. This will give us enough information to seek more matching funds so that the panels may be installed in time for the July 2014 completion date for the new building.  

    Best regards,

    Joyce Mast

  2. comparison of porous ashpalt and conventional concrete

    Associated Project(s): 

    From: Skaggs, Thomas R
    Sent: Wednesday, October 24, 2012 10:58 AM
    Subject: RE: Parking lots

    Parking Lot Construction Comparisons

      Between September 2011 and August 2012 the Parking Department undertook 2 surface lot construction projects.  Each of the two projects were different by nature but a comparison of the projects demonstrates the following results:

    Lot C-9 (Bid Project)

    Parking lot C-8 was a project to create a parking area between existing lot C-8 and lot C-9.

    • Permeable asphalt lot built on rock base.
    • Project initiated March 2010, Completed January 2012
    • 2 new lights
    • No planting islands
    • No demolition of existing parking lot
    • 1 connecting walk
    • No curbs
    • Paint stripes
    • Sewer line

     

    70 spaces

    Duration of project 22 Months

    Surface life expectancy 20 years

    Total Final Cost $483,413

    Cost per space $6,906

     

    Lot E-15 West (Design and Build In House by F&S)

     

    • Concrete surface
    • Project initiated May 2012, Completed August 2012
    • Large areas of demolition, removals including curbs, planting islands and old pavement
    • Rebuild rock base
    • Re-wire/new underground service for lights.
    • 2 large concrete planting islands
    • Replacement and expansion of concrete connecting walks
    • Replace large central drive with new concrete drive
    • Remove and rebuild concrete east entrance
    • Paint stripe
    • 4 sewers rebuilt
    • Landscaping in planters and around perimeter

    150 spaces

    Duration of project 4 months

    Surface life expectancy 50+ years

    Total Final Cost $198,720

    Cost per space $1,325

     

  3. meeting updates

    Associated Project(s): 

    Yesterday’s meeting covered more refined and detailed breakdown of the following topics, most of which were discussed in prior meetings, with the exception of the newly introduced structural support “Space Frame” option.

    • Panel layout configurations for truss mounted structural frame- 4 sections of seven rows at approx. 100 modules/row or four sections of six rows also 100 modules each. Truss mounting providing specific spacing for mounting dimensions. Also mentioned types of Truss material recommending tubular over welded angle, siting weatherization, degradation, appearance and animal habitat prevention as main reasons.
    • Space Frame structure was introduced as a favorable option.
    • A space frame is a structure system assembled of linear elements so arranged that forces are transferred in a three-dimensional manner. In some cases, the constituent element may be two dimensional.
    • Macroscopically a space frame often takes the form of a flat or curved surface.
    • It should be noted that virtually the same structure defined as space frame here is referred to as latticed structures in a state-of-the-art report prepared by the Task Committee on Latticed Structures [2], which states
    • A latticed structure is a structure system in the form of a network of elements (as opposed to a continuous surface). Rolled, extruded or fabricated sections comprise the member elements.
    • Another characteristic of latticed structural system is that their load-carrying mechanism is three dimensional in nature.
    • Space frame benefits although more costly up front were presented as prefabricated, galvanized and powder coated, sturdy, longer Life cycle and less maintenance, but requiring cranes and other installation costs. They also have installer requirements for mounting solar array as to maintain the integrity of the coating and protective surfaces. Provided flexible mounting spacing to help maximize power output and minimize shading.
    • Inverter layout revisited with schematic diagram presented illustrating component placement and wiring layouts.
    • An overall electrical schematic was presented identifying key component placing and overcurrent protection limits and needs, along with electrical room Layout.
    • Metering usage stated existing meters could be utilized with the addition of a revenue grade power production meter to monitor the array output.
    • Single line diagram was presented identifying current and project components, mentioning the output potential of 1400-1600 amps at 480 volts.
    • Introduced idea of rainwater harvesting for irrigation or toilet flushing usages.
    • Procurement procedures mentioned and moved as major topic for next meeting with concerns of turnkey type purchasing being the industry norm verses purchasing standard variety purchasing from multiple vendors in normal construction.
    • Next meeting PEP is having the structural Engineers present design considerations, and Mr. Jim Lev will have construction procurement representative attend.
  4. NCPD conceptualization mtg

    Associated Project(s): 

    Today’s meeting covered LED fixture questions and concerns:

    They presented data and layout with luminescence patterns for 2 fixtures one costing $400. 00/fixture and another $1000.00/fixture. It was mentioned that we need dimming features but no specifics on how or the criteria for that.

    Also covered were:

    • different configurations for trusses and rows of PV modules, scaffolding, and height and spacing requirements for same.
    • The module size and efficiency requirements needed to create 1600(Mwh) of power annually, along with quantities per different sq/ft
    • Drainage for the snow and rain off of the modules, along with snow removal equipment in the bay areas
    • Shading impact due to elevator towers, and overlapping rays during the winter months effecting production and how to handle these issues
    • Central inverter scheme being the most effective and the optional layouts and wiring for same.
    • DC combiner boxes layout scheme and wiring to reduce the effects of shading on power production

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