HomeMy WebLinkAboutResolution 7-90 RESOLUTION NO. 7-90
RESOLUTION OF THE COUNCIL OF THE CITY OF ATASCADERO
ESTABLISHING A MINIMUM ROAD STANDARD
FOR THE
CONSTRUCTION OF PRIVATE AND PUBLIC ROADS
WHEREAS, there are no existing published road standards for
the City of Atascadero; and
WHEREAS, there remains a significant number of
unconstructed or minimally improved Colony road rights-of-way;
and
WHEREAS, receipt of requests for development is continuing
along these road rights-of-way; and
WHEREAS, to protect the health and safety of the traveling
public it is necessary to define a minimum road cross section;
and
WHEREAS, to minimize future road maintenance costs to the
City it is necessary to establish minimum road standards.
NOW, THEREFORE, BE IT RESOLVED THAT:
The minimum road standard for the City of Atascadero for the
construction of both private and public roads shall be as
delineated on the attached Drawing No. A-1 titled "Minimum Road
Standard. " The City Engineer shall be authorized to make minor
deviations from Drawing No. A-1 to accommodate changes in
material specifications, varying conditions, and to comply with
Resolution No. 59-89 "Resolution of the Council of the City of
Atascadero Establishing a Policy Addressing the Conflict Between
Roadway Construction Within Original Colony Road Alignments and
Tree Preservation and Protection. "
0
On motion by Councilperson Borges on , seconded by
Councilperson Lilley , the foregoing resolution is passed on
the following roll call vote:
AYES: Councilmembers Shiers, Mackey, Lilley, Borgeson and Mayor Dexter
NOES: None
ABSENT: None
ADOPTED: 1/23/90
ATTEST
BOYD . SRARITZ, Ci Clerk RM LIN DE E , Mayor
APPROVED AS TO FORM: APPROVED AS TO CONTENT:
A0,
ARTHER R. M TAND N HENRY EN EN
City Attorney Director of Community
Development
Revisions Approvals
Descriptions By Date Approved Council Resolution No.
1. The Traffic Index shall be determined by the City Engineer. The minimum Traffic Index shall be 4-1/2.
2. The pavement and aggregate base thickness shall be determined according to the Caltrans "Highway Design Manual",
Section 608.4 and shall include the appropriate gravel equivalent safety factor.
3. Asphalt dike and paved shoulders shall be installed where needed to control erosion. Otherwise, roadside drainage
improvements sholl be installed outside the four foot wide shoulder.
* 4. As on alternate, the two foot wide choker may be eliminated and the aggregate base carried to the hinge point.
5. Asphalt Concrete shall conform to the requirements for Type B Asphalt Concrete as specified in Section 39 of the
Caltrans "Standard Specifications". 3/4 inch maximum aggregate shall be used, or 1/2 inch maximum aggregate
may be used if approved by the City Engineer.
6. Aggregate Base shall conform to the requirements for Class 2 Aggregate Base as specified in Section 26 of the
Coltrons "Standard Specifications".° Class 3 aggregate base may be used if approved by the City Engineer.
7. Cut and fill slopes shall be hydroseeded with a mix and at a rate approved by the City Engineer unless waived by
the City Engineer.
8. The Contractor is responsible for the proper resetting of all existing monuments and other survey markers located
within the section of road under construction. Monuments and survey markers shall be reset according to the
City "Standard Street Monument" drawing M-1.
9. A City Road Construction Permit shall be obtained before the construction of any private or public road.
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CITY OF ATASCADERO SCALE
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ENGINEERING DIVISION
DRAMNG NO.
MINIMUM ROAD STANDARD A-1