Doherty Drive Bridge Replacement Project
3 Documents in Project
Summary
SCH Number
2012052051
Lead Agency
City of Larkspur
Document Title
Doherty Drive Bridge Replacement Project
Document Type
NOD - Notice of Determination
Received
Posted
8/6/2012
Present Land Use
Transportation facility
Document Description
The City proposes to replace the existing two-lane Doherty Drive Bridge with a new single-span bridge that is slightly longer than the existing bridge at approximately 52 feet. The proposed bridge will carry one through lane of traffic in each direction, together with a left-turn lane into the property locally known as the "Niven property" located immediately to the southwest of the bridge. A 5-foot-wide sidewalk and 7-foot-wide Class 2 bicycle lane are proposed on the north side of the bridge, and a 12-foot-wide Class 1 multi-use path and 7-foot-wide Class 2 bicycle lane are proposed on the south side of the bridge. The total proposed width including barriers is 69 feet.
Contact Information
Name
Hamid Shamsapour
Agency Name
City of Larkspur
Contact Types
Lead/Public Agency
Phone
Location
Coordinates
Cities
Corte Madera
Counties
Marin
Cross Streets
Doherty Drive and Magnolia Avenue
Zip
94939
Total Acres
<1
Parcel #
various
State Highways
Hwy 101
Schools
Hall MS/Redwood HS
Waterways
Larkspur Creek
Notice of Determination
Approving Agency
City of Larkspur
Approving Agency Role
Lead Agency
Approved On
Determinations
(1) The project will have a significant impact on the environment
No
(2a) An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA
No
(2b) A Mitigated or a Negative Declaration was prepared for this project pursuant to the provisions of CEQA
Yes
(2c) An other document type was prepared for this project pursuant to the provisions of CEQA
No
(3) Mitigated measures were made a condition of the approval of the project
Yes
(4) A mitigation reporting or monitoring plan was adopted for this project
N/A
(5) A Statement of Overriding Considerations was adopted for this project
No
(6) Findings were made pursuant to the provisions of CEQA
No
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