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Caltrans > Engineering Services > Office Engineer > Errata Listing

2004 Standard Plans–Erratum No. 7

November 17, 2006

Subject: Issuance of 2004 Revised and New Standard Plans

The following 2004 New Standard Plans (NSPs) and Revised Standard Plan (RSP), dated November 17, 2006, is being issued and distributed in electronic format:

RSP A87A, "Curbs and Driveways"
RSP P1, "Jointed Plain Concrete Pavement"
RSP P2, "Jointed Plain Concrete Pavement-Widen Slab Details"
NSP P3, "Jointed Plain Concrete Pavement-Nondoweled Shoulder Addition/Reconstruction"
Canceled P5, "Undoweled Jointed Plain Concrete Pavement"
RSP P7, "Dowel Bar Retrofit (Existing Jointed Plain Concrete Pavement)"
RSP P10, "Concrete Pavement-Dowel Bar Details"
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 P20, "Concrete Pavement-Joint Details"
NSP P33, "Concrete Pavement-Lane Drop Paving Details"
RSP T7, "Construction Project Funding Identification Signs"


2004 Standard Plan based projects must include these NSPs and RSP, 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 A87A: Note 8 was revised and Note 10 was added to enhance implementation of Americans with Disabilities Act requirements.
RSP P1:
1. Changed PCC to JPCP or Conc Pvmt. Reflect changes in terminology being instituted for concrete pavements to reflect the variety of products now available for designers.
2. Deleted the term "weakened plane" for transverse joints on plan views. Transverse joints can be either weakened plane or contact joints.
RSP P2:
1. Changed PCC to JPCP or Conc Pvmt. Reflect changes in terminology being instituted for concrete pavements to reflect the variety of products now available for designers.
2. Deleted the term "weakened plan" for transverse joints on plan views. Transverse joints can be either weakened plane or contact joints.
3. Added option for JPCP shoulder. HDM now allows option for a concrete shoulder next to a widened lane.
NSP P3: Added this plan to address placing nondoweled shoulder next to existing nondoweled pavement. HDM allows placing a nondoweled shoulder next to an existing nondoweled lane. Detail needed to reflect that. This plan also duplicates what is in the 2006 English unit version standard plans.
Std Plan P5: Canceled. Current plan has details no longer allowed in HDM. Updated information is on NSP P3 and RSP P18.
RSP P7:
1. Changed PCC to JPCP or Conc Pvmt. Reflect changes in terminology being instituted for concrete pavements to reflect the variety of products now available for designers.
2. Deleted the term "weakened plane" for transverse joints on plan views. Transverse joints can be either weakened plane or contact joints.
3. Removed detail and table for joint seal retrofit. Detail and table were moved to RSP P20 because joint seal retrofit is not necessarily required for dowel bar retrofits and there is a need for a retrofit detail for other types of projects other than dowel bar retrofits.
RSP P10:
1. Changed PCC to Conc. Reflect changes in terminology being instituted for concrete pavements to reflect the variety of products now available for designers.
2. On the plan and elevation views, deleted "Transverse" from "Transverse joint of Concrete Pavement."
RSP P12:
1. Revised Note 5 to refer to RSP P1, RSP P2 and NSP P3. Std Plan P5 is canceled.
2. Added Note 6 for Section A-A to clarify that the Contractor can weld either the top or bottom of the dowel bar.
3. Changed PCC to Conc Pvmt. Reflect changes in terminology being instituted for concrete pavements to reflect the variety of products now available for designers.
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 the top or bottom of the 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: Revised to match the 2006 English unit RSP P18.
RSP P20:
1. Added detail and Table A for retrofit joint seal. Detail and table were moved from Std Plan P7 to this RSP because joint seal retrofit is not necessarily required for dowel bar retrofits and there is a need for a retrofit detail for other types of projects other than dowel bar retrofits.
2. Revised note one by adding reinforcement as one item not shown on the standard plans and referring to Std Plans P35, P45, and P46 which show situations where reinforcement is found under a joint seal.
NSP P33 was added to match the 2006 English unit Std Plan P33.
RSP T7 was revised to add the FHWA logo.

The listed NSPs and RSP are available in DGN , DXF and PDF file format and is integrated into the list of 2004 Standard Plans at Caltrans internet site:

http://www.dot.ca.gov/hq/esc/oe/project_plans/HTM/04_plans_disclaim_met.htm

The NSPs and RSP are available also in tif file format available via the DES-OE PS&E Pickup Folder for use in AADD projects at the following address:

ftp://caddftp.dot.ca.gov/viewabletif/Caltrans_Standard_Plans_RSP_and_NSP/2004_RSP_and_NSP_TIFS/

The Standard Plans List SSP (StdPln) to go along with the 2004 Erratum No. 7 has been revised and is posted on the internet:

http://www.dot.ca.gov/hq/esc/oe/specifications/SSPs/99_04-SSPs/Sec_10/StdPln/

 


 

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


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