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I-405: Carmageddon Made it Famous . . . Landscape Architects Made It Work!
Interstate 405 (I-405) is a major freeway access route for the coastal, westside, and San Fernando Valley communities in the Los Angeles area. It is also the primary route to L.A. International Airport. It’s an understatement to say this freeway is subject to heavy usage and experiences considerable vehicular congestion. The purpose of this project is to add a high occupancy vehicle (HOV) lane to the northbound direction of the I-405 from West Los Angeles, through the Sepulveda Pass and into the San Fernando Valley.
The project spans nearly 10 miles of state highway. The project will achieve its goal by reconfiguring access and exit ramps, standardizing lane widths and incorporating other highway and local street improvements necessary for safe vehicle access and passage.
Editor’s note: As this article was put to the page, L.A. area drivers were being warned of the dire peril awaiting them during the July 16-17 weekend shutdown of 10 miles of the 405 Freeway for overpass construction. It was being called “carmageddon.” Turns out, it was no big deal for area drivers, and the 405 Freeway reopened ahead of schedule.
Lynn Capouya, Inc. (LCI) of Irvine, Calif. performed duties of visual quality manager and consulting landscape architect for this nearly $1 billion transportation project. The project scope includes widening 23 roadway bridges and construction of over 100 retaining walls to support the widening of the highway within the existing state highway right-of-way. The bridge construction efforts include the replacement of three overcrossing structures (at Sunset Boulevard, Skirball Center Drive and Mulholland Drive), and widening of 14 undercrossings. The retaining wall construction types are varied and are assigned based upon the existing geotechnical conditions. The construction types include mechanically stabilized earth (MSE) panels, cast-in-place, soil nail, and tie-back structures (see Retaining Wall side bar on the facing page.)
Visual Quality Management LCI is responsible for the administrative coordination of the Visual Quality Management Advisory Team (VQMAT) and Community Advisory Committee (CAC). The team members include the design builder, engineering and architectural consultants, stakeholder groups and affected agencies assembled to develop, approve and implement the Visual Quality Management Plan (Management Plan) and the Visual Quality Management Concept Plan (Concept Plan).
LCI developed the Management Plan, a general guidance document to identify, manage, administrate and resolve visual quality issues. The Management Plan addresses the responsibilities and procedures for the development, communication and approval of the aesthetic design solutions.
In addition, LCI developed the concept plan to address the specific visual quality areas. It communicates the approved aesthetic concepts and provides conceptual design guidance during design development and final design phases.
The VQMAT reviews design options and recommended measures to mitigate adverse visual impacts resulting from construction. The VQMAT provided design guidance specific to aesthetic solutions for bridge replacements, bridge widening, retaining and sound walls, slope and gore paving and other highway components. The project requires ongoing coordination with multiple governmental agencies, including Los Angeles County Metropolitan Transportation Authority (METRO), Caltrans, county and city of Los Angeles and a number of surrounding communities and residential neighborhoods.
Conceptual visual simulation (south elevation). An iconic symbol of the 1950s Los Angeles automobile culture, the Mulholland Bridge provides a symbolic entry and exit to and from West Los Angeles and the San Fernando Valley. The bridge character is consistent with bridge construction of the era and has been a point-of-interest for more than 50 years. The new bridge structure will be consistent with the original design concept and provide the necessary additional traffic capacity, plus meet seismic standards. LCI was responsible for the selection and design of plant materials consistent with those indigenous to the area, acceptable to the Mulholland Scenic Design Guidelines, and maintainable by Caltrans. LCI coordinated with adjacent homeowners associations, cultural centers, fire authority and governing agencies to develop a planting and irrigation design that meets the requirements of all constituents.
Highway Planting With all the construction, the existing vegetation will be significantly altered. As consulting landscape architects, LCI was responsible for the identification and incorporation of the aesthetic goals, objectives and challenged to achieve a unified planting design theme for the corridor.
Early on, LCI performed site review and observational procedures to identify the unique regions impacted by the proposed highway construction. The design of the areas located throughout West Los Angeles (Region 1) has an urban character, with the proposed landscape improvements framing the more desirable highway features and screening objectionable views. Because of the elevated condition of the highway through the area, the adjacent landscape areas in this region are primarily viewed from the surrounding city streets. The landscape improvements are intended to enhance the aesthetics of the bridge and wall structures, while reducing their visual scale.
The geographical areas within the Sepulveda Pass (Region 2) are considered more transitional and visually reflect the adjacency to the Santa Monica Mountain Conservancy. The highway is primarily constructed below the surrounding grade. Travelers view this landscape going to and from the San Fernando Valley. The landscape improvements are intended to remediate and revegetate the areas impacted by construction operations throughout this area.
Enter the Arborist Within the entire project area, LCI coordinated with the consultant arborist to identify existing vegetative assets and analyze approximately 5,500 existing trees and shrubs potentially impacted by the proposed construction. The trees were surveyed, identified and graded for protection, preservation or removal, a huge undertaking. LCI and the arborist collaborated to identify the plant material for removal.
Following the site analysis, LCI recommended design solutions sensitive to the existing environment and level of urbanization surrounding the highway facility. LCI developed the overall planting concept emphasizing the use of trees, as the primary design element, in conjunction with a combination of prostrate shrubs and ground covers. The placement of trees will emphasize and visually reinforce the geometry of the highway facility and present as significant vertical elements in the corridor. The use of shrubs and ground covers will minimize erosion and the resulting sedimentation, while bringing additional visual interest.
To accomplish the necessary widening for the freeway, the design builder is required to widen many bridge structures along the route. The project is widening 13 undercrossings (the Church Lane undercrossing here). The undercrossings have a consistent design character developed during the original highway construction. The intent of the design is to protect this character and facilitate the development of additional design elements to improve upon the visual continuity of the corridor. LCI identified the more significant design elements of the structures and recommended incorporation of these elements into the proposed design. The abutment, abutment wing walls, concrete bridge deck and barrier rails, sound walls and other bridge components are the primary design features at each location. At most locations, only one direction of the highway is identified for widening. At these locations, LCI identified the design opportunities and recommended proposed improvements enhancing the existing character of the structure.
Drought Tolerant Plants The proposed plant materials are drought tolerant, low maintenance and possess an extended longevity for the identified geographical area. Where installation of container of plant material is not preferred, the minimum treatment for these disturbed areas is mechanically broadcast hydroseed mixes. Included in the construction documentation, there are three different hydroseed mixes selected dependent upon their functional requirement and site conditions.
The proposed highway landscape design satisfies the requirements of the California Department of Transportation (Caltrans). These requirements address the site remediation, revegetation, erosion control, storm water pollution prevention, traffic safety and fire suppression.
Throughout the project corridor detention basins and bioswales are proposed at numerous locations. The basins are considered storm water best management practices (BMP) and located in areas identified as optimal for detention, or interrupted flow, of storm water or surface run-off. The basins and bioswales are permeable, allowing suspended pollutants and sediments to be filtered or dispersed, resulting in a reduction in storm water pollution. These basin features will receive a vegetative coverage of low growing, native perennial grass species installed over native soil. LCI performed coordination with seed nurseries to select appropriate material meeting the aesthetic and functional requirement of these features.
Irrigation Technology LCI performed analysis of the existing irrigation systems and collaborated with Caltrans maintenance staff to include the most current technology for irrigation control and water resource management. LCI performed research and, when appropriate for the site conditions, selected two-wire irrigation control technology. This design option will facilitate cost efficient communication methods between the automatic irrigation controller and remote control valves. The technology will reduce repair and maintenance expenditures for the area and establish an option for future equipment improvements.
Simulations: One of the more exclusive residential enclaves in West Los Angeles, Bel Air Crest is located within the Sepulveda Pass project area. The location of the site entry and its relationship to the state highway presents a challenging condition for the design/build team. Widening the undercrossing structure also involves widening Bel Air Crest Drive to accommodate Los Angeles street improvement standards.
About the Landscape Architectural Firm Lynn Capouya, Inc. (LCI), founded in 1979, is a privately owned, full service landscape architectural firm specializing in commercial, industrial and infrastructure related projects. LCI currently has a staff of 12 full-time employees. LCI is based in Irvine, Calif., with field offices in downtown Los Angeles and Indian Wells, Calif.
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Retaining Walls The addition of a high-occupancy vehicle (HOV) lane, and the resulting increase in the cross-section of the highway, requires a physical change to the support structure for the highway, including retaining walls. Retaining walls occur in a variety of heights and construction types. These walls are, generally, mechanically stabilized earth (MSE) panel walls and constructed of precast panels, installed in a staggered pattern, with a decorative texture formed into the exposed surface. The walls, constructed adjacent to highway shoulders, have a concrete barrier installed immediately above the retaining portion of the structure. In the more noise sensitive locations, the walls are designed with sound walls incorporated into the barrier rail. LCI provided the analysis of the existing sound wall aesthetics and designed the proposed wall to complement existing structures within the corridor. LCI coordinated with Caltrans to facilitate agency approvals of the conceptual aesthetic design of the retaining walls. In many of the areas, the widening of the facility will result in a reduction of planting areas within the highway right-of-way. Also, LCI coordinated with Caltrans and the city of Los Angeles to maximize the available planting areas adjacent to the retaining walls. LCI participated with the Los Angeles County Metropolitan Transit Authority in a series of public meetings to present the wall designs and planting concepts, and responded to community commentary.
As the highway facility traverses the Sepulveda Pass, the roadway is geographically located below the adjacent slope topography. The proposed retaining structures are primarily soil nail walls anchored to the surrounding slopes. This construction method requires a multi-step installation and culminates with a concrete finish surface simulating the surrounding rock slopes in the vicinity. LCI participated in the coordination and selection of the surface texture and color, and performed field inspections and approval of test panels.
Retaining walls will be constructed using a variety of methods and materials:
Cast-in-place Concrete Walls • Smooth concrete finish and roughened texture lower band for walls in L.A. right-of-ways. • Form liners with a griddle fractured-fin pattern for state right-of-ways. • Walls parallel and immediately adjacent to bridge abutment walls will get the same aesthetic treatment as the bridge abutment wall.
Mechanically Stabilized Earth (MSE) Walls • MSE panels get a 1.5 inch fractured-fin texture. Standard panels will be 5-ft. vertical by 6-ft. horizontal, installed with a half-panel vertical offset. Coping and moment slab edges will have a smooth concrete finish. Top of walls get either a concrete barrier or a cable railing.
Soil Nail Walls • Soil nail retaining wall construction consists of cutting back the slope from the top down, drilling soil nail anchors into the slope, placement of steel reinforcing bars and spraying the area with cement grout or shotcrete. Cable railings will go at the top of these walls.
Finishes include • A simulated rock formation along the freeway, with horizontal and vertical stratifications, sculpting outcroppings, applying base stain, highlighting and anti-graffiti coating. Inverted crevassing will discourage climbing “enthusiasts.” The color scheme will match the hillside and blend with the vegetation. • The shotcrete is given a steel-trowel finish for a smooth concrete finish look. A roughened texture band is then added to the lower area of these walls as graffiti deterrents. • For soil nail walls constructed adjacent to a bridge abutment or cast-in-place retaining wall, a one-sided form (and as needed a form liner) will be used to add a cast-in-place façade to the face of the wall.
Soldier Pile/Tie-Back Walls • For soldier pile walls and other tie-back types, construction involves spraying the area with cement grout or shotcrete. Aesthetic treatments are that of soil nail walls.
Key Project Team Members Owner: Los Angeles County Metropolitan Transportation Authority (LACMTA) Michael Barbour, Executive Officer, Highway Project Management
Design-Build Contractor: Kiewit Pacific Companies Terry Robinson, Project Director
Consulting Civil Engineer: HNTB Michael Kraman, Design Manager
Consulting Landscape Architect: Lynn Capouya, Inc. Tim Mann, RLA, Principal, Visual Quality Manager/Project Manager Gerald Ohta, ASLA, Design Manager
Approving Public Agencies: LACMTA Caltrans City of Los Angeles County of Los Angeles Neighborhood Associations
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Francisco Uviña, University of New Mexico
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Ash Nochian, Ph.D. Landscape Architect
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