expand Memo Type : English ‎(9)
expand Memo Type : Metric ‎(6)
expand Memo Type : English ‎(6)
  • SMU Working Drawing Submittal Status: 05/18/20 thru 07/07/20

    This online version of the submittal listing is updated semi-weekly, on Monday and Thursday mornings, usually by 10 AM.

    If your submittal does not appear on this listing, check with this Office. For many construction projects, the contact information is shown in the Structure Section of the Contract, as a Project Special Provision entitled “Submittal of Working Drawings”.

    James L. Bolden, PE                 919-707-6408
    Emmanuel I. Omile, PE             919-707-6451
    Madonna L. Rorie, PE               919-707-6508

    NCDOT Structures Management Unit, Working Drawing Review & Approval Section

C204003AcceptableStorm Drain Precast ManholesPerquimans5/20/20205/22/2020
C204203Returned for CorrectionsC204203 Submittal 080.0 - Electrical Bridge Operation and Maintenance ManualNew Hanover5/20/20206/10/2020
C204203Accepted as NotedC204203 Submittal 082.0 - Main Drive Machinery Installation Procedure_Rotary Cam SideNew Hanover5/20/2020
C204265AcceptedOverhang Formwork - Stage 1 Overhang ModificationBumcombe, Hernderson5/20/20206/1/2020
C204177Accepted as Noted- See EmailHold-down plate type bridge deck expansion joint system - six assembliesCarteret, Craven5/20/20206/17/2020
C204088Comments sent to Jon AlmondMSE retaining walls at End Bents 1 and 2 - Sine Wall type - First submittalForsyth5/20/20205/28/2020
C203970under reviewMSE retaining walls at bridge end bents - RECo type - First submittalMecklenburg5/20/2020
C204197Acceptedintermediate diaphragms - 10 steel channel assembliesJohnston, Wake5/21/20206/1/2020
C204003See Reviewer's CommentsOperators House - ControlsPerquimans5/21/20205/21/20206/18/2020
C203970Accepted as Noted - See EmailC203970 - Submittal C-088 - Sites 3 A&B Girder Shop Drawings-DrapedMecklenburg5/21/20205/21/20206/15/2020
C204163AcceptedI-3819B- Iredell- Revised Retaining Wall 15B- Soil Nail WallIredell5/21/20206/1/2020
C204137Accepted- See EmailMSE retaining walls at bridge end bents - RECo type - First submittalForsyth5/21/20206/11/2020
C204003Amend and ResubmitHollow Metal Doors and FramesPerquimans5/21/20205/21/20206/16/2020
C204265Comments sent to GEUSubmittal 149 - Temporary Shoring Walls 1 & 2Bumcombe, Hernderson5/21/20206/16/2020
C203918Reviewed- See Email21-Inch Cored Slab Detour Bridge - First SubmittalWatauga5/21/20205/21/20205/26/2020
C204330AcceptedBridge Demolition - First SubmittalJackson5/22/20206/8/2020
C204197Acceptedintermediate diaphragms - 8 steel channel assembliesJohnston, Wake5/22/20206/2/2020
C204078Returned for RE reviewB-4962 Bridge Cap Bottom Falsework Design and calcs.Orange5/26/20205/27/2020
C203970comments sent to GEUSubmittal C-091 - Str. 1B Soil Nail Wall Drawings and CalcsMecklenburg5/26/20205/26/20206/11/2020
(no title)Ingles #112- East Dixon and Earl Road- Shelby, NC- Temporary Soil Nail WallCleveland5/26/2020
C204203AcceptedC204203 Submittal 083.0 - Main Machinery Support Frame ModificationsNew Hanover5/26/20206/10/2020
C204511AcceptedContainment System Design Calculations and Plans - C204511 - Revision of May 26Mecklenburg5/26/20206/1/2020
C204134Returned for correctionsSite 9 Left Stages 1 and 2 Overhang Design and Calculations - Second Submittal - Revision of Stage 1 Overhang DesignJohnston, Wake5/26/20205/26/20206/4/2020
C203394AcceptedRevision Four for Span ADurham5/26/20206/10/2020
C204137AcceptedC204137 C204137 Structure 1 (PC 431-1)  Girder Shop Drawings (21 members)Forsyth5/26/20205/26/20206/3/2020
C204072no structural objectionPermanent Soil Nail Wall Design for Bridges 149 and 150 on I-40, changed bid wall from MSE to SNW with fascia panels due to some staging issuesBurke5/26/20206/4/2020
C204157Concur with EOR/HDRU-2719 - RFI-032-  The location of the girders and sole plates at site 06 are slightly off the plan locationsWake5/26/20205/26/20206/2/2020
C203394under reviewSound Barrier Wall - Post Layout - Bridge Mounted - 16 Posts - Second submittalDurham5/26/2020
C204137AcceptedC204137/R-2247EB - Structure 13 - Overhang DesignForsyth5/27/20205/27/20206/9/2020
C204137AcceptedC204137/R-2247EB-Submittal for Structures 1 and 2-Elastomeric Bearing PadsForsyth5/27/20205/27/20206/3/2020
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