| January 20, 2012 |
- BP 3.1 - Text in Red is for Pay Item clarification
- GR-4.2 The washers were added in the anchor bracket assembly on page 1, and the wording of the W-Beam End section was changed from "Flared" to "Rounded" in the driveway opening detail on Page 2.
- GR-4.5 was updated to show that it can be used with 4:1 foreslopes
- GR-6.3 is a new drawing. It is a crashworthy Thrie Beam Bullnose for pier protection which we expect will be useful in locations where previously outdated non-crashworthy systems (Type A sloped-down guardrail ends, W-Beam Bullnoses) need to be replaced, particularly where existing draininge structures limit the footprint.
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| October 21, 2011 |
- RM 4.3 - revised the Pay Items in the "NOTES" section to match Construction Materials Specifications, revised some typos
- GR 3.3 - redesigned to be allowed for use on NHS projects in conjunction with the Office of Structural Engineering's SCD TBR-1-11
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July 15, 2011 |
- RM 1.1 - Under the CAP DESIGN Section on page 1 of 2, the Project Control Monuments and Traverse Points were removed. In the APPLICATION table on Page 1 of 2, the Project COntrol Monument and Traverse Points were removed. Under NOTES on page 1 of 2, all references to the Project Control Monument and Traverse Points were removed.
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| January 21, 2011 |
- BP 6.1 - Entire drawing revised to show proper joint placement
- GR 4.1 - Removed language to comply with L&D Section 603.3.4 that no longer allows Type A's to be installed on the NHS system.
- RM 1.1 - A revision to Cap Design number 2 & 4. Removed the letters R/W after ODOT or LPA along the top of the cap. Changed the Steel Rod for Monument Type B to 3/4".
- RM 5.2 - Revised bike railing height to comply with the AASHTO Bike Guide
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October 15, 2010 |
- BP 7.1 - Entire drawing revised including pay items
- LA 1.1 - "Tree root protection in fill" and "Riprap for tree protection in cut" details revised
- RM 1.1 - The following monument caps have been added or revised: caps for resetting monuments disturbed during construction, caps for project control, and caps for traverse points. Also, a table is now provided to identify the Application of each Monument Type that corresponds with the different Cap Designs. Various other minor changes have been made.
- RM 3.1 - Width of concrete median increased
- RM 4.2 - Section A-A for WWF "2.5" rad." changed to "2.5" dia."
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April 16, 2010 |
BP 7.1 --New curb ramp design added, brick pavers removed as an accepted detectable warning, truncated dome dimensions changed BP 7.2 --Drawing to be removed along with surface applied detectable warning products GR 3.5, GR 5.1, GR 5.2, GR 5.3, GR 6.1, GR 6.2 --All references to "-98" have been removed F 1.1, F 3.1, F 3.2 --The top rail option has been removed RM 4.6 --The addition of Legend Item #2 bolt holes on page 3
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January 16, 2009 |
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July 18, 2008 |
- F-3.2: Allowable Gate Width is now up to 8 feet for mower access.
- RM-1.1: Drawing has been modified to indicate that the contractor is responsible for setting Item 604 Monument Assemblies as well as the iron pin and Item 604 Reference Monuments as outlined in the 2008 CMS 107.10.
- LA-1.2: New planting and bracing techniques detailed.
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October 19, 2007 |
- BP-3.1: Surface Course Joint, shown on the Lapping Longitudinal Joints detail, was offset from the centerline to assist in placing Raised Pavement Markings.
- RM-4.2: Removed the top end projection from both ends of the barrier to facilitate in fabrication, transportation and installation. A study of CADD models shows the projections are not needed for crashworthiness.
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January 19, 2007 |
BP-7.1 & BP-7.2: Revised standards for new curb ramps, and a new sheet for retrofitting exiting curb ramps with truncated domes. GR-3.1: Separated out problematic curb into its own pay Item. BTW: This office is working with FHWA to develop some sort of simple curb retrofit for this BTA. GR-3.2: Minor change to allow alternate blockout on this BTA GR-4.2: A standard post and blockout may be used at Post #2, on either configuration. RM-4.3, RM-4.4 & RM-4.5: Contractor requested change to eliminate Single Slope Types A and A1, to minimize the use of expansion joint causing the construction of End Anchors, and to simplify the design of End Anchors.
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October 20, 2006 |
- RM-4.1: New 50 inch PCB drawing released, based on FHWA acceptance of crash tested barrier.
- RM-4.2: A new casting option utilizing welded wire fabric is now available for the 32 inch PCB.
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July 21, 2006 |
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April 21, 2006 |
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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.
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July 15, 2005 |
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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.
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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
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January 16, 2004 |
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October 22, 2003 |
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August 27, 2003 |
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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. .
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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.
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July 20, 2001 |
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July 28, 2000 |
New or revised drawings (in dual units) for these full drawing series: BP Series, including Curb Ramps F Series LA Series
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