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total collapse, but rather from damage to localized area during a seismic <br />event. Repair to local damage may involve high costs due to the nature of <br />the damage. <br />The limited external access to the Project Area and the internal road network <br />is also inefficient as most of the roadways are unable to handle increased <br />traffic. The lack of adequate access to and within the Project Area <br />substantially hinders the economic reuse of the Project Area. The only <br />access to the Project Area is the Navy Drive across San Joaquin River via a <br />two-lane swing bridge. The bridge is load limited and too narrow; trucks are <br />directed via a sign to cross one at a time. The other access to the island is via <br />Daggett Road Bridge across Burns Cut Off, which was barricaded after a fire <br />damaged it years ago. <br />Substandard Design <br />RSG estimates that 67 (47%) of the 143 buildings exhibit this condition. The <br />most common design deficiency is the lack of sufficient setbacks between <br />buildings (warehouses and transit sheds) to provide for multiple truck <br />circulation and loading. According to Henry McKay, the Project Manager at <br />the Port, the current standard setback (e.g. distances between buildings) for <br />storage facilities is approximately 250 feet for comparable buildings with a <br />height of 30-40 feet. By contrast, the typical setbacks between the buildings <br />in the Project Area are approximately 100 to 120 feet, less than half of the <br />current standards. These narrower setbacks can only accommodate loading <br />at one building at a time, thereby causing possible long delays if trucks arrive <br />to deliver goods at adjacent buildings simultaneously. Also, circulation <br />through these buildings is difficult during loading times, at times worse <br />enough to create safety concerns. The Naval Engineers survey noted <br />damage to the buildings due to impacts with the trucks and forklifts. <br />As a result, these design deficiencies not only impair efficient utilization of <br />these structures, but also create safety hazards. <br />The stacking height of the Project Area warehouse buildings ranges from 12 <br />to 24 feet. This limits storage to single stacking, which is insufficient for <br />warehouses because market storage spaces provide double stacking to <br />achieve cost efficiency. In effect, warehouses that accommodate single- <br />stacked storage have half of the capacity per square foot of typical buildings. <br />This is another factor that discourages use of Project Area warehouses, and <br />prevents the Port from achieving market rents. <br />According to both the Development Plan and Mr. McKay, the Project Area's <br />seven transit sheds bordering the Stockton Deep Water Channel are <br />unusable due to their close proximity to the channel. The transit sheds <br />interfere with wharf operation, as the distance between the shore and the <br />buildings is insufficient for modern and larger crane operation. <br />ROSENOW SPEVACEK GROUP, INC REDEVELOPMENT AGENCY OF THE CITY OF STOCKTON <br />MAY 3, 2004 <br /> ROUGH AND READY ISLAND REDEVELOPMENT PROJECT <br />- B-19 - PRELIMINARY REPORT