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north-south collector streets. However, Fyffe Street has a significant conflict with the railroad tracks. The railroad track intersects Fyffe at a severe skew and the crossing is unprotected. As traffic volume increases, and this railroad begins to be used, the existing crossing will not be adequate. The access space in between 38 warehouses and transit sheds are also inadequate for modern trucking operations. As shown in the photo survey, when two trucks are on both sides of the road, there is no access space through and forces vehicles to either maneuver through or find alternative routes. The lack of proper access space creates a conflict and traffic hazard among trucks, cars, and pedestrians to share a limited amount of space. The southern access space of buildings 813, 713, 612, and 512 is also restrictive, forcing passing vehicles to drive on unpaved areas when trucks are parked. Internal Rail and Rail Bridge There are several deficiencies in the existing railroad system, which hinder the highest and best use of the Project Area. The Project Area contains approximately 40 miles of railroad tracks. The deficiencies noted in the Development Plan are as follows: The ties, which hold the spikes and rail's lateral force, are insufficient and require replacement for modern heavy rail equipment. Fifteen percent of the total number of ties surveyed is completely deteriorated. Some areas exhibit signs of past derailments where ties have been broken and gage spread has occurred. Insufficient rail anchors results in improper distribution of expansion allowance or stress in the rail creating a distortion of line and surface. The tie plates are too small to maintain any holding force in the existing 20-degree curves with total heavy wheel loads. The switch plates have no adjustment ability, which becomes ineffective after years of wear. The existing ballast does not provide the lateral or•longitudinal support required in today's high tonnage rail service. The turnouts require cleaning, adjustments, and replacement of parts, as some are inoperative. The curvature of the tracks is too sharp, which is unacceptable for operating modern equipment and cannot accommodate modern rail cars. The walkways and clearance at docks require correction to meet California Public Utilities Commission requirements. Many bad poles are in need of immediate attention. ROSENOW SPEVACEK GROUP, INC. REDEVELOPMENT AGENCY OF THE CITY OF STOCKTON MAY 3, 2004 ROUGH AND READY ISLAND REDEVELOPMENT PROJECT - B-22 - PRELIMINARY REPORT