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CHAPTER 1 - PROPOSED PROJECT 1.1 INTRODUCTION The Golden Gate Bridge is owned and operated by the Golden Gate Bridge, Highway and Transportation District. The project proposes to construct a physical suicide deterrent system along both sides of the Bridge. As shown in Figure 1-1, the project limits are from the Marin abutment (north viaduct) to the San Francisco abutment (south viaduct). The total length of the project would be 1.7 miles. The illustration below identifies the various structural elements of the Bridge. Main Elements of the Golden Gate Bridge (Source: MacDonald Architects, “HASR: Seismic Retrofit Project, Golden Gate Bridge,” [1995]). The Bridge has a symmetrical design. Vertical bridge elements on the horizontal plane are generally based on increments of 12 ½ feet. For example, the outside handrail posts and the public safety rail posts are Draft EIR/EA 1-1 July 2008

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Page 1: CHAPTER 1 - PROPOSED PROJECT - Golden Gate Bridge … · CHAPTER 1 - PROPOSED PROJECT ... Seismic Retrofit Project, Golden Gate Bridge,” [1995]). ... company to design and develop

CHAPTER 1 - PROPOSED PROJECT

1.1 INTRODUCTION

The Golden Gate Bridge is owned and operated by the Golden Gate Bridge, Highway and Transportation District. The project proposes to construct a physical suicide deterrent system along both sides of the Bridge. As shown in Figure 1-1, the project limits are from the Marin abutment (north viaduct) to the San Francisco abutment (south viaduct). The total length of the project would be 1.7 miles.

The illustration below identifies the various structural elements of the Bridge.

Main Elements of the Golden Gate Bridge (Source: MacDonald Architects, “HASR: Seismic Retrofit Project, Golden Gate Bridge,” [1995]).

The Bridge has a symmetrical design. Vertical bridge elements on the horizontal plane are generally based on increments of 12 ½ feet. For example, the outside handrail posts and the public safety rail posts are

Draft EIR/EA 1-1 July 2008

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Golden Gate Bridge Physical Suicide Deterrent System

Environmental Impact Report / Environmental AssessmentSource: CirclePoint, 2008

Project Boundary

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Chapter 1 Golden Gate Bridge Physical Suicide Deterrent System

aligned at a spacing of 12 ½ feet. Additionally, light posts are 150 feet apart (12 x 12 1/2 feet), and the suspender ropes are 50 feet apart (4 x 12 ½ feet). Belvederes (24 widened areas located on both the east and west sidewalks) are 12½ feet long and centered between two suspender ropes. Maintenance gates on the public safety railing are spaced at 150 feet (12 x 12 1/2 feet) and are aligned with the light posts.

Vertical members of the stiffening truss are spaced at 25 feet and are aligned with the suspender ropes. Figure 1-2 shows a plan view of a section of the Bridge illustrating the relationship of these bridge elements.

1.1.1 PROJECT HISTORY

Over the years, the Golden Gate Bridge, Highway and Transportation District’s (District) Board of Directors (Board) has considered numerous approaches to reduce the number of persons jumping from the Bridge. The District has investigated a variety of possible measures, both physical and non-physical in nature, and ultimately implemented several non-physical suicide deterrent systems, which are currently in operation on the Bridge.

On October 30, 1970, by Board Resolution #7140, the Board hired a consultant firm to proceed with Suicide Prevention Study, Phase 1, which was limited to the conceptual development of physical suicide deterrent alternatives. The Phase 1 report dated January 1971 identified 18 alternatives that were evaluated against criteria established by the Board and outlined below. Alternative 16 was selected for further analysis. On October 10, 1975, the Board, by Resolution #8701, accepted the Report of Suicide Deterrent Test Model, which included the first step (additional design work) of three additional steps required for further evaluation of Alternative 16. In November 1978, the Board decided not to proceed further.

During the studies in the 1970s, the Board adopted criteria for use in evaluating physical suicide deterrent systems that included:

Cannot cause safety or nuisance hazards to pedestrian or Bridge personnel

Must be totally effective as a barrier

Cannot bar pedestrian traffic

Weight cannot be beyond established allowable limits

Cannot cause excessive maintenance problems

Aerodynamics cannot be beyond established allowable limits

Draft EIR/EA 1-3 July 2008

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Golden Gate Bridge Physical Suicide Deterrent System

FIGURE 1-2PLAN VIEW OF BRIDGE

Environmental Impact Report / Environmental AssessmentSource: macdonald architects, 2008

LIGHT POSTS

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Chapter 1 Golden Gate Bridge Physical Suicide Deterrent System

In light of the environmental laws passed in 1969 and 1970, these criteria were expanded to require a consideration of the following criteria:

Historical and architectural considerations

Visual and aesthetic impacts

Cost effectiveness

On April 11, 1997, the Board, by Resolution #97-106, authorized a fencing company to design and develop a prototype for a physical suicide deterrent system.

After thorough review of the prototype the Board rejected the proprietary fence system because it did not meet the criteria for total effectiveness, visual impact, and cost.

The current project, including the engineering design work and environmental evaluation associated with development of a physical suicide deterrent system, was initially authorized by Resolution #2005-15, adopted by the District’s Board at its March 11, 2005 meeting.

1.2 PURPOSE AND NEED

1.2.1 PURPOSE OF THE PROPOSED PROJECT

The purpose of the Golden Gate Bridge Physical Suicide Deterrent Project is to consider a physical suicide deterrent system that reduces the number of injuries and deaths associated with individuals jumping off the Bridge. The proposed physical suicide deterrent system must meet the revised criteria as set forth by the District, by Resolution 2005-033, adopted on April 22, 2005, as identified below.

1. Must impede the ability of an individual to jump off the Bridge

2. Must not cause safety or nuisance hazards to sidewalk users including pedestrians, bicyclists, District staff, and District contractors or security partners

3. Must be able to be maintained as a routine part of the District’s ongoing Bridge maintenance program and without undue risk of injury to District employees

4. Must not diminish ability to provide adequate security of the Bridge

Draft EIR/EA 1-5 July 2008