Date Of Revision
BP-5.1 Removed dimension lines on Type 2-A and Type 4-A curb details
BP-7.1 Changed note to read the running slope of the curb ramp shall be a 12:1 maximum or flatter.
F-2.1 Corrected line post dimension to 5" min. dia.
MGS-1.1 Changed allowable slope in front of barrier to 10:1 max.
MGS-2.1 Added note allowing reduced post spacing on non-NHS routes only
MGS-3.1 Allowed the use of a short panel to connect to existing wals/parapets
MGS-6.1 Changed allowable slope in front of barrier to 10:1 max
MGS-6.2 Changed allowable slope in front of barrier to 10:1 max
BP-9.1 Added note 5 to allow for a 12' gap.
MGS-1.1 Added note to specify steel used in foundation tube
MGS-3.1 Update reference standard drawings
RM-4.1 Added 50" portable barrier in 10' sections.
RM-4.4 Clarified note. The area between barrier faces shall be completely filled with concrete.
RM-4.5 Corrected dimensions shown on bending diagram.
MGS-5.2, MGS-5.3, MGS-6.2 Revised grading adjacent to guardrail end terminals.
Signatures in the title block of all standard drawings have been removed.
July 15, 2011
October 15, 2010
April 16, 2010
January 16, 2009
July 18, 2008
October 19, 2007
January 19, 2007
October 20, 2006
July 21, 2006
GR-4.2: On Type T anchor assembly, added option for contractor to install with longer foundation tube in lieu of a shorter tube and soil plate.
April 21, 2006
RM-1.1: Monument titles changed to match release of R/W Plan Manual update (Section 3106.2).
January 20, 2006
GR-2.2: Modified Tubular Backup system is now accepted to NCHRP Report 350 TL-3
GR-3.4 This transition, in conjunction with it's associated GR-2.2, is now acceptable for the NHS.
RM-1.1 Clarified Note with regards to ODOT's procedure for setting monuments.
July 15, 2005
BP-2.6: New Drawing for Dowel Bar Retrofit
RM-7.1 & 7.2 Revised drawings to coincide with elimination of Plan Notes
April 15, 2005
BP-9.1: Deleted Type 1 and Type 3 Rumble Strips
GR-4.2: Removed requirement for high strength bolts
RM-7.1 & 7.2 New drawings to eventually replace Plan Notes
Drawings to be available on-line.
July 16, 2004
BP-Series Pavement Drawings, selected changes reflecting revised specification changes
BP-4.1: Mailbox Turnout detail F-Series, reworked Chain Link Fence drawings
GR-1.1: Minor change - splice bolt length
January 16, 2004
GR-2.1: Blockout Note
GR-3.6: Pay Length, Added Bearing Plates GR-5.2: Distances NoteGR-5.3: Offset Design NoteRM-6.1: Plan View dimensions
October 22, 2003
BP-9.1: Removal of Type 1 Rumble StripsGR-4.2: Introduction of totally new Type T Anchor RM-6.1: A new Concrete Parking Block Standard
August 27, 2003
GR-3.6 the TST Bridge Terminal Assembly has been reworked to have valid post sizes and spacings.
April 18, 2003
Distribution of dual unit Guardrail and roadway Miscellaneous (GR and RM series).
GR drawings include changes to NCHRP Report 350 guardrail systems such as Long Span and Bridge Terminal Assemblies.
RM drawings are changed to show new concrete barrier standard, the Single Slope design. .
January 18, 2002
Drainage Design Features (CB, DM, HW, I and MH series) are transferred to Structural Engineering's Hydraulics Section. Online link is to Hydraulics.For now the existing paper copies will stay in the "plum" colored Drawing book and remain unchanged.The 7-20-01 date has been retained.
RM-4.2 released as a new drawing.
July 20, 2001
New or revised drawings (in dual units) for the entire Drainage Design Features set:
July 28, 2000
New or revised drawings (in dual units) for these full drawing series:
BP Series, including Curb Ramps
April 29, 1999
Rescinded English SCD drawings.
New or revised drawings (in dual units) for:
Pressure Relief Joint, Type A
Shoulder Rumble Strips
Temporary Erosion Control
Guardrail, Type 8, Buried in Backslope