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  • SMU Working Drawing Submittal Status: 11/30/20 thru 01/19/21

    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

  
  
  
  
  
  
  
C204157NewAccepted as Notedstandard two-line elliptical aluminum bridge rail system  - First SubmittalWake12/2/202012/2/202012/10/2020
C203970NewAccepted-See Emailsound barrier wall - Submittal No. C-070 - Noisewall 11&13 Shop Drawing - Second submittal - Revision of Dec 3Mecklenburg12/3/202012/16/2020
C203328NewSuperseded by W12013Pedestrian 6-bar Safety Rail - Second SubmittalCabarrus, Rowan12/3/202012/3/2020
(no title)NewUnder Review10' x 99.3' Trailblazer Pedestrian Bridge - Superstructure - First Submittal12/3/2020
C203328NewAccepted as Noted- See EmailC203328 Concord NC, Submittal No. B-323 - Pedestrian 6-bar Safety Rail - Second SubmittalCabarrus, Rowan12/3/202012/8/2020
C204157NewAccepted as Noted -See E-mail-S-170 Area 04 MSE Wall WY35WB2_1 and WY35WBE_1 Half Connector Shop Drawings - Second SubmittalWake12/3/202012/3/202012/7/2020
C204088NewAccepted - See Emailoverhead sign support design - one cantilever assemblyForsyth12/4/202012/18/2020
C204088NewAccepted - See Emailoverhead sign support design - one cantilever assemblyForsyth12/4/202012/18/2020
C204157NewAccepted as Notedstandard two-line elliptical aluminum bridge rail system  - First SubmittalWake12/2/202012/2/202012/10/2020
C203970NewAccepted-See Emailsound barrier wall - Submittal No. C-070 - Noisewall 11&13 Shop Drawing - Second submittal - Revision of Dec 3Mecklenburg12/3/202012/16/2020
C203328NewSuperseded by W12013Pedestrian 6-bar Safety Rail - Second SubmittalCabarrus, Rowan12/3/202012/3/2020
(no title)NewUnder Review10' x 99.3' Trailblazer Pedestrian Bridge - Superstructure - First Submittal12/3/2020
C203328NewAccepted as Noted- See EmailC203328 Concord NC, Submittal No. B-323 - Pedestrian 6-bar Safety Rail - Second SubmittalCabarrus, Rowan12/3/202012/8/2020
C204157NewAccepted as Noted -See E-mail-S-170 Area 04 MSE Wall WY35WB2_1 and WY35WBE_1 Half Connector Shop Drawings - Second SubmittalWake12/3/202012/3/202012/7/2020
C204088NewAccepted - See Emailoverhead sign support design - one cantilever assemblyForsyth12/4/202012/18/2020
C204088NewAccepted - See Emailoverhead sign support design - one cantilever assemblyForsyth12/4/202012/18/2020
C204088NewReturned For Correctionoverhead sign support design - one span type assemblyForsyth12/4/20201/11/2021
DE00309NewReviewed84-Inch Liner Plate Tunnel Construction Plan - First SubmittalDurham12/4/202012/15/2020
naNewReviewedprecast concrete box culvert - Single 6'-0" Span x 7'-0" rise - First SubmittalHarnett12/7/202012/17/2020
C204266NewSee AECOM's commentsRFI:  Abutment Segment ErectionBuncombe, Henderson12/7/202012/7/2020
C204043NewAccepted as Noted- See Email36-Inch FIB Prestressed Girders - 8 Members - Second SubmittalCumberland, Robeson12/7/202012/8/202012/17/2020
C204198NewReviewed - Not StampedSign and Toll Gantry Foundations - First SubmittalWake12/8/202012/15/2020
C204265NewUnder Reviewsound barrier wall - concrete panels with 233 concrete piles - First submittalBumcombe, Hernderson12/7/202012/8/2020
C204043NewAccepted-see-emailprecast deck panel design and drawings - first submittalCumberland, Robeson12/8/202012/8/202012/16/2020
C204088NewReturned For Correctionoverhead sign support design - one span type assemblyForsyth12/4/20201/11/2021
DE00309NewReviewed84-Inch Liner Plate Tunnel Construction Plan - First SubmittalDurham12/4/202012/15/2020
naNewReviewedprecast concrete box culvert - Single 6'-0" Span x 7'-0" rise - First SubmittalHarnett12/7/202012/17/2020
C204266NewSee AECOM's commentsRFI:  Abutment Segment ErectionBuncombe, Henderson12/7/202012/7/2020
C204043NewAccepted as Noted- See Email36-Inch FIB Prestressed Girders - 8 Members - Second SubmittalCumberland, Robeson12/7/202012/8/202012/17/2020
C204198NewReviewed - Not StampedSign and Toll Gantry Foundations - First SubmittalWake12/8/202012/15/2020
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