expand Memo Type : English ‎(6)
  
  
expand Memo Type : English ‎(6)
  • SMU Working Drawing Submittal Status: 07/15/24 thru 09/03/24

    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

  
  
  
  
  
  
  
C204412ReturnForCorrect.SeeEmail 8/6/24C204412, 2 Metal handrail types (6 - bar and 3 - bar) shop drawing submittal - 2nd SubmittalNash7/16/20247/17/20248/6/2024
C204861Accepted As Noted - See EmailTwo-Bar Metal Rail submittal for Bridge 530034 and 530020 - 1st submittalLenoir7/17/20247/17/20248/14/2024
C204804Accepted - See EmailBridge Jacking Plan - First SubmittalIredell, Catawba7/1/20247/17/20248/22/2024
C204596Sent to GeotechTemporary Soil Nail Wall at Box Culverts (Meadow Branch & Five Mile) - Shop Drawings & Calculations - First SubmittalRobeson7/17/20247/17/20247/31/2024
C204804Accepted - See EmailBridge Jacking Plan - First SubmittalIredell, Catawba7/1/20247/17/20248/22/2024
C204838See RemarksHydro-Demolition Spill Prevention and Disposal Plan for Bridge 152 - Revised (Second) SubmittalEdgecombe7/17/20248/22/2024
C204812Returned For Corrections-See E-mailC204812 :  Project A-0009CC - Formwork for Cast In Place Facing for Permanent Soil Nail Retaining Wall #25  and #21-  1st submittalGraham7/17/20248/7/2024
C204684requested more informationTemporary Detour Bridge (3 spans) - Superstructure Design - Acrow Panel Bridge - First SubmittalHaywood7/18/2024
C204450AcceeptedMaterial Approval for Quickrete Fast Set DOT for Deck and Joint Repair - First SubmittalWake7/18/20248/15/2024
C204684Under ReviewOverhang and closure pour falsework for bridges 158 and 168- First SubmittalHaywood7/18/2024
C204501Accepted - See EmailMetal Stay In Place Forms - 1st SubmittalMecklenburg7/19/20247/31/2024
C204596Under ReviewOverhead Sign Assemblies J & L (Two Cantilevers) - Second SubmittalRobeson7/19/2024
C204815Accepted As Noted - See EmailStructural Steel Shop Drawings - First SubmittalDavidson7/19/20248/22/2024
C204762Accepted - See EmailMetal Stay-In-Place Form submittal for Bridge #160001 - 1st submittalCaswell7/19/20247/19/20248/7/2024
C204929Accepted - See EmailMetal Stay-In-Place Form submittal for Bridge #780035 - 1st submittalRockingham7/19/20247/19/20248/6/2024
(no title)Return for Correction - See Email - August 19, 2024headwalls, wingwalls & dead man anchor design - 84 inch aluminum pipe culvertMcDowell7/22/20248/19/2024
C204804AcceptableC204804 - Asphalt Plug Joint Material Appoval - 1st submittalIredell, Catawba7/18/20247/23/20248/16/2024
C204684Comments Sent TO Dean HardisterProposed Temporary Soil Nail Wall TMP - 11 - First SubmittalHaywood7/23/20247/30/2024
C204379AcceptedStructural approval for Manhole 3211 (4 ft. and 5 ft. Diameter) - Second SubmittalNew Hanover7/23/20248/12/2024
C204351good orderOverhead Sign Assembly B Foundation - Repair Procedure - Third SubmittalWake7/24/20248/5/2024
C204824Accepted – See EmailMetal Stay-In-Place form submittal for Str. 2 - 1st SubmittalWake7/24/20248/6/2024
C204501AcceptedProposed 2 Bar Aluminum Rail - 1st submittalMecklenburg7/24/20247/24/20248/5/2024
C204786Accpeted - July 30, 2024Sole Plates and Anchor Bolt Shop Drawing - First SubmittalWake7/25/20247/30/2024
C204157recommend acceptanceRevised Girder Repair Plan for Str. 06 Damaged GirderWake7/25/20248/6/2024
C204110Accepted  See EmailC204110 (U-2519BA/BB) MSE Walls 3 submittal package - First SubmittalCumberland7/25/20247/30/2024
C204842AcceptedC204842 - sole plate submittal - 1st submittalUnion7/26/20247/26/20248/13/2024
C204762Under AcceptedLaminated Elastomeric Bearing Pads - 1st submittalCaswell7/26/20247/26/20248/8/2024
C204197No exceptionsRFI for girder repair procedures submitted by Flatiron-Branch Civil to Aaoron Earwood - Bridge 6, Girders 7 & 8; Bridge 2, Girder B1 - Second SubmittalWake7/29/20248/9/2024
C204684Accepted - See EmailProposed MSE Wall #7 for Bridge 430168Haywood7/29/20247/29/20248/22/2024
C204762Returned for Corrections - See EmailDetour Bridge (39 Inch Box Beams) - 1st submittalCaswell7/29/20247/29/20248/23/2024
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