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Caltrans > Engineering Services > Office Engineer > Errata Listing

2006 Standard Plans-Erratum No. 4

November 17, 2006

Subject: Issuance of 2006 Revised Standard Plans

The following 2006 Revised Standard Plans (RSPs), dated November 17, 2006, are being issued and distributed in electronic format:

RSP A62DA, "Excavation and Backfill – Concrete Pipe Culverts"
RSP A87A, "Curbs and Driveways"
RSP P3, "Jointed Plain Concrete Pavement – Nondoweled Shoulder Addition/Reconstruction"
RSP P12, "Concrete Pavement – Dowel Bar Basket Details"
RSP P17, "Concrete Pavement – Tie Bar Basket Details"
RSP P18, "Concrete Pavement – Lane Schematics and Isolation Joint Detail"
RSP T7, "Construction Project Funding Identification Signs"
RSP ES-7F, "Electrical Systems (Signal and Lighting Standard – Case 4 Arm Loading, Wind Velocity=100 mph, Arm Lengths 25' to 45')"
RSP ES-7G, "Electrical Systems (Signal and Lighting Standard – Case 5 Arm Loading, Wind Velocity=100 mph, Arm Lengths 50' to 55')"


2006 Standard Plan based projects must include these NSPs and RSPs, as applicable, for:

Projects in Division of Engineering Services - Office Engineer (DES-OE) not Draft Contract Ready by November 20, 2006.

Projects, including AADD, received in the DES-OE after November 20, 2006.

RSP A62DA: Revised D-Loads in tables.
RSP A87A: Note 10 was added to enhance implementation of Americans with Disabilities Act requirements.
RSP P3: Revised the radius in Section B-B.
RSP P12:
1. Revised Note 4 to refer to Std Plans P1 and P2, and RSP P3.
2. Added Note 5 for Section A-A to clarify that the Contractor can weld either the top or bottom of the dowel bar.
RSP P17:
1. Revised note in Section A-A to allow both arc and resistance welds and to weld both ends of tie bars.
2. Added Note 5 to clarify that the Contractor can weld either top or bottom of tie bar.
3. Deleted spacer wires from details. Instead, weld both ends of tie bars rather than just one. Tie bars can be welded on both ends because they do not need to move like dowel bars.
RSP P18: In Case 3 detail, added "no tie bars" to the note "Longitudinal Isolation Joint, See Detail A."
RSP T7: Added FHWA logo.
RSP ES-7F: In the Pole Data table, the Min OD for Base was revised from 13.5" to 12.5".
RSP ES-7G: In the Signal Arm Data table, the Min OD at pole was revised from 12.5" to 12.25".


The listed RSPs are available in DGN , DWG and PDF file format and are integrated into the list of 2006 Standard Plans at Caltrans internet site:

http://www.dot.ca.gov/hq/esc/oe/project_plans/HTM/06_plans_disclaim_US.htm

The listed RSPs are available also in:

1. One PDF file for easy downloading and printing, click here.

2. TIF files for use in AADD projects:

ftp://caddftp.dot.ca.gov/viewabletif/Caltrans_Standard_Plans_RSP_and_NSP/2006_RSP_and_NSP_TIFS/

The Standard Plans List SSP (StdPln) has been revised to go along with the 2006 Erratum No. 4 and is posted on the internet:

http://www.dot.ca.gov/hq/esc/oe/specifications/SSPs/2006-SSPs/Sec_10/StdPln/

 

For questions or information regarding the Standard Plans information, please contact Santo Wong


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