Glendale Boulevard-Hyperion Avenue Viaduct Improvement Project

6 Documents in Project


SCH Number
Lead Agency
City of Los Angeles
Document Title
Glendale Boulevard-Hyperion Avenue Viaduct Improvement Project
Document Type
NOP - Notice of Preparation

Document Description
The proposed project would modify the existing Glendale-Hyperion Viaduct complex to address existing safety and operational deficiencies, improve pedestrian linkage with the surrounding system, and to meet current seismic performance standards.

Contact Information
Wally Stokes
City of Los Angeles
Lead/Public Agency
221 N. Figueroa Street, Suite 350
Los Angeles, CA 90012

Phone : (213) 202-5580


Atwater Los Angeles Los Angeles, City of, Atwater
Los Angeles
Cross Streets
Glendale Boulevard and Hyperion Avenue
State Highways
John Marshall High
Los Angeles River
Other Location Info
City/Nearest Community: Atwater Village, Silvor Lake, Los Feliz

Notice of Completion

Review Period Start
Review Period End
Local Action
Bridge Improvement
Project Issues
Aesthetics Air Quality Biological Resources Geology/Soils Hydrology/Water Quality Land Use/Planning Noise Public Services Recreation Transportation Wetland/Riparian
Reviewing Agencies
California Department of Conservation (DOC) California Department of Parks and Recreation California Department of Transportation, District 7 (DOT) California Highway Patrol California Native American Heritage Commission (NAHC) California Regional Water Quality Control Board, Los Angeles Region 4 (RWQCB) Department of Water Resources Office of Emergency Services, California Office of Historic Preservation Other Agency(ies) Resources Agency California Department of Fish and Wildlife, South Coast Region 5 (CDFW)

Disclaimer: The document was originally posted before CEQAnet had the capability to host attachments for the public. To obtain the original attachments for this document, please contact the lead agency at the contact information listed above. You may also contact the OPR via email at or via phone at (916) 445-0613.

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