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  • SMU Working Drawing Submittal Status: 06/18/18 thru 08/08/18

    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

DN00560not reviewed - contract plan revision necessaryNCDOT Graham DN00560 anodized two bar rail shop drawingsGraham6/20/20187/14/2018
C204014specification documentation for the Pile Driving HammerLenoir6/20/20186/20/2018
C204076AcceptedCumberland County C204076 Bridge No. 22 Overhang & Traffic Protection DesignCumberland6/20/20186/20/20187/16/2018
DA00392Accepted - See EmailDA00392 Crane on Structure (Top Down Construction) (S18003)Washington6/20/20186/20/20187/9/2018
C204119Accepted as notedSubmittal 007.1 - Auxiliary Counterweight and Hitch Shaft Removal/Installation PlanNew Hanover6/20/2018
DM00194ReviewedPrecast 3-sided Culvert w/ Headwalls and Wing Walls - 40 ft. span x 7' rise x  31'-4" ft long culvert -Footing Connection DetailMitchell6/20/20187/13/2018
C204035Accepted as Noted - See Emaillaminated elastomeric bearing pads - 8 padsRowan6/20/20186/20/20186/25/2018
C203975Accepted as NotedSidewalk Expansion Joint Cover Plate - First SubmittalWilson6/19/20186/20/20187/3/2018
C204119Reviewed with commentsC204119 - RFI 016 - NE Span Lock Receiver ShimsNew Hanover6/20/20186/20/20186/21/2018
C204035acceptedfabricated metal stay-in-place forms one-span prestressed girder bridgeRowan6/20/20186/20/20186/27/2018
C204119Accepted as notedC204119 - Submittal 042.1 - Concrete Repair Procedure Work Plan Rev 1New Hanover6/20/20186/20/20186/21/2018
C203840under reviewstandard two-line elliptical aluminum bridge rail systemForsyth6/19/20186/20/20186/27/2018
C204069AcceptedFixed Disc Bearings - 10 bearings - First submittalWake6/21/20186/21/20187/10/2018
C203980Acceptedsole plates and anchor rod assemblies - Frist submittalNew Hanover6/21/20186/21/20186/21/2018
C204119Reviewed with commentC204119 - RFI 017 - SW Auxiliary Sheave PorosityNew Hanover6/21/20186/21/20186/21/2018
C203406Accepted as noted - See emailDSG385R2: Structural Details for RP01-04 WallsMecklenburg, Iredell6/21/20186/21/20186/25/2018
C203980Returned for Corrections-See EmailC203980 Intermediate Diaphragm SubmittalNew Hanover6/21/20186/21/20187/23/2018
C203905Accepted-see emailR-2707C Girder Shop Drawings - Str # 4 (N. Lafayette)Cleveland6/21/20186/21/20186/27/2018
C203925Not AcceptableC203925 - T035 - Encasement Joint FillerCarteret6/21/20186/22/20187/11/2018
C203917Returned For Correction-See E-mail- July 03, 2018Cumberland County C203917 Ornamental Fence for Bridge Parapet (H16001)Cumberland6/21/20186/22/20187/3/2018
C203406Accepted as NotedCNS1434: 111E Bridge Jacking Work PlanMecklenburg, Iredell6/22/20186/22/20187/5/2018
C204006Accepted32 inch Alaska Two Tube Rail - First submittalAshe, Alleghany, Surry6/22/20186/22/20187/5/2018
C203406acceptableMass Concrete Plan - Footings - AddendumMecklenburg, Iredell6/22/20186/26/2018
C203406AcceptedS106 Expansion Joints - One Revised Sheet (E301)Mecklenburg, Iredell6/27/20176/25/20187/9/2018
C203685Accepted as NotedRoof Slab Falsework - Double 10' x 8' Concrete Box CulvertDavidson, Rowan6/25/20186/25/20187/10/2018
C204119Reviewed with commentsC204119 - Submittal 031.2 - Painting Existing Structure Containment System Plans & Design Calculations REV2New Hanover6/25/20186/26/2018
C203406Returned for Corrections - See EmailCNS1440R1: South Segment ITS FoundationsMecklenburg, Iredell6/25/20186/25/20187/10/2018
C203406AcceptedCNS1133R1: S106 Expansion Joints - East and West EndsMecklenburg, Iredell6/25/20186/25/20187/9/2018
C204041ReviewedReinforcement for Concrete Median BarrierJohnston6/26/20187/11/2018
C203858May not Cross the structuresHeavy Equipment on existing bridgesCaldwell, Wilkes6/26/20186/26/20187/5/2018
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