Revised Standard Details Volume 1

  
  
  
  
RevisionComment
collapse RevisionDate : 4/22/2015 ‎(3)
Gr4 4-27-15 combined.pdfGR-4Gr4 4-27-15 combined4/22/2015
Cut Slope Terminal.  Sheets added for a total of three.  Anchor detail added with options for concrete and soil plate anchors.  Taper rate beyond ditch revised.  Rubrail now required.
TYPE A,B,C,D TRENCH 10-13-15.pdfDR-9TYPE A,B,C,D TRENCH 10-13-154/22/2015
Repaving Trenches Under Existing Pavement.  Type A, B, C and D Trenches.   Minor working change clarifying that only the pavement section of a Type F trench is detailed on this sheet.
TYPE F PIPE TRENCH 4-27-15.pdfDR-10TYPE F PIPE TRENCH 4-27-154/22/2015
Type F Drainage Pipe Trench.   The Type F trench width, backfilled with controlled low strength material (CLSM), was reduced.
collapse RevisionDate : 10/22/2013 ‎(2)
Pvt602_02-27-2014.pdfPVT6 Sheet 2 of 2Pvt602_02-27-201410/22/2013
Revision to clarify slopes.  Sidewalk typical added.  Sidewalk width shown to back of curb.
pvt7 shts 1-3 combined 6-17-14.pdfPVT7 Sheets 1, 2 and 3pvt7 shts 1-3 combined 6-17-1410/22/2013
Details completely redrawn.  Sheet 3 of 3 added.  Slopes clarified.  Curb ramp types added and some changed.
collapse RevisionDate : 10/10/2013 ‎(1)
TYPE F PIPE TRENCH 02-27-2014.pdfDR-10TYPE F PIPE TRENCH 02-27-201410/10/2013
CLSM criteria for Type F Trench relaxed.
collapse RevisionDate : 11/21/2012 ‎(2)
Gr11-01 MGS 2-5-13.pdfGr11 sheet 1 of 2.pdfGr11-01 MGS 2-5-1311/21/2012
Applies to 31 height guardrail only
Gr11-02 MGS 1-10-13.pdfGr11 sheet 2 of 2.pdfGr11-02 MGS 1-10-1311/21/2012
Applies to 31 height guardrail only
collapse RevisionDate : 11/13/2012 ‎(9)
Gr1 Combined 4-8-13.pdfGr1Gr1 Combined 4-8-1311/13/2012
Applies to both 31" and 28-1/2" height guardrail.
Gr11 2-5-13.pdfGr11 sheet 1 of 2.pdfGr11 2-5-1311/13/2012
Applies to 28-1/2 height guardrail only.
Gr12-03 4-8-13.pdfGR12Gr12-03 4-8-1311/13/2012
Applies to both 31" and 28-1/2" height guardrail.
Gr1-A Combined 2-5-13.pdfGR1-AGr1-A Combined 2-5-1311/13/2012
New sheet with much of the information coming from previous sheet GR1.   Applies to both 31" and 28-1/2" height guardrail.
GR2 Combined 1-10-13.pdfGR2.pdfGR2 Combined 1-10-1311/13/2012
Guardrail posts and blocks
Gr5-01 Combined 4-23-13.pdfGr5 sheet 1of 2.pdfGr5-01 Combined 4-23-1311/13/2012
Applies to both 31"and 28-1/2" height guardrail.
Gr5-02 Combined 1-10-13.pdfGr5 sheet 2 of 2..pdfGr5-02 Combined 1-10-1311/13/2012
Applies to both 31"and 28-1/2" height guardrail.
Gr6 Combined 2-5-13.pdfGR6Gr6 Combined 2-5-1311/13/2012
Applies to both 31" and 28-1/2" height guardrail.
Gr7 Combined 2-7-13.pdfGR7Gr7 Combined 2-7-1311/13/2012
Applies to both 31" and 28-1/2" height guardrail.
collapse RevisionDate : 10/29/2012 ‎(1)
super silt fence 1-31-13.pdfF4.pdfsuper silt fence 1-31-1310/29/2012
New sheet detailing Super Silt Fence.  It is intended to be used on all projects with super silt fence.
collapse RevisionDate : 4/26/2012 ‎(1)
Standard Detail Distribution MEMO dr7-x pvt1-3 dr-9 dr-10 bc-1.pdfDistribution Memo for Revised Standard DetailsStandard Detail Distribution MEMO dr7-x pvt1-3 dr-9 dr-10 bc-14/26/2012
collapse RevisionDate : 3/6/2012 ‎(1)
Pvt601 2012_07_25  1-29-13.pdfPvt6 sheet 1 of 2.pdfPvt601 2012_07_25 1-29-133/6/2012
Height of Type 1 Curb revised to 6".  Other minor changes.  It is intended for all projects with curb.
collapse RevisionDate : 3/1/2012 ‎(2)
wood blockout 11-9-12.pdfGR15.pdfwood blockout 11-9-123/1/2012
New sheet that includes details for increasing blockout depth, paving around guardrail posts and methods of reducing guardrail deflections.  Add to projects where the need for these details are anticipated.
wood blockout1 11-9-12.pdfGR16.pdfwood blockout1 11-9-123/1/2012
New sheet that shows details for omitting guardrail posts for underground obstructions.   Add to projects where the need for these details are anticipated.
collapse RevisionDate : 6/1/2011 ‎(1)
Gr13_6_1_11.pdfGR13Gr13_6_1_116/1/2011
Removes current barrier details and indicates that the Specifications now govern.
collapse RevisionDate : 1/17/2011 ‎(1)
TYPE A-B-C and D TRENCH 12_09_11.pdfDR9.pdfTYPE A-B-C and D TRENCH 12_09_111/17/2011
New Detail
collapse RevisionDate : 1/7/2011 ‎(1)
TYPE F PIPE TRENCH_6_1_11.pdfDR10.pdfTYPE F PIPE TRENCH_6_1_111/7/2011
New Detail
collapse RevisionDate : 11/22/2010 ‎(2)
Pvt1_11_08_11.pdfPVT1Pvt1_11_08_1111/22/2010
Detail has been revised to reflect current practice for joint layout and sealing.  It is intended to be used on all projects with concrete pavement.
Pvt2_12_13_11.pdfPVT2Pvt2_12_13_1111/22/2010
Detail has been revised to reflect current practice for rumble strips.  It is intended to be used on all projects with rumble strips.
collapse RevisionDate : 9/13/2010 ‎(2)
M101_09_24_10.pdfM1 Sheet 1 of 2M101_09_24_109/13/2010
New Sheet.  This revision provides an alternate survey marker.  It is intended to be used on all projects with survey markers.
M102_09_24_10.pdfM1 Sheet 2 of 2M102_09_24_109/13/2010
This revision moves the survey markers to new sheet M-1, 2 of 2.  It is intended to be used on all projects with project markers.
collapse RevisionDate : 8/19/2010 ‎(1)
F101_09_24_10.pdfF 1 Sheet 1 of 2F101_09_24_108/19/2010
This revision allows alternate line post shapes.  It is intended to be used on all projects with chain link fence.  This is a PDF file ONLY.
collapse RevisionDate : 7/21/2010 ‎(2)
Pvt701_09_24_10.pdfPVT7 Sheet 1 of 2Pvt701_09_24_107/21/2010
Revises detectable warning surface and clarifies pay quantities.  It is intended to be used on all projects with sidewalk ramps.
Pvt702_09_24_10.pdfPVT7 Sheet 2 of 2Pvt702_09_24_107/21/2010
Revises detectable warning surface and clarifies pay quantities.  It is intended to be used on all projects with sidewalk ramps.
collapse RevisionDate : 7/15/2010 ‎(1)
Pvt602_09_24_10.pdfPvt6 sheet 2 of 2.pdfPvt602_09_24_107/15/2010
collapse RevisionDate : 6/16/2010 ‎(1)
GR2_09_24_10.pdfGR2.pdfGR2_09_24_106/16/2010
Guardrail posts and blocks
collapse RevisionDate : 3/11/2010 ‎(2)
Dr7x_3_7_11.pdfDR7-XDr7x_3_7_113/11/2010
This revision adds a lightweight casting alternate. It is intended to be used on all projects with manholes.
Gr11_09_24_10.pdfGr11 sheet 1 of 2.pdfGr11_09_24_103/11/2010
collapse RevisionDate : 1/24/2010 ‎(1)
pvt3  3-4-11.pdfPVT3pvt3 3-4-111/24/2010
Detail has been revised to reflect current practice for joint layout and sealing.  It is intended to be used on all projects with concrete pavement.

 

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