Drawing Submittal Status and Design Notes Review current status of drawing requests and design notes for drawings

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expand Memo Type : English ‎(9)
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  • SMU Working Drawing Submittal Status: 10/22/18 thru 12/11/18

    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

    ​

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C203394under reviewDiaphragm and Bearing Details for Diaphgrams Between New and Existing Structure - 36 Channel diaphragmsDurham10/23/201810/24/201811/9/2018
C203862under reviewSubmittal (#420-20.0: Site 05-Brookstown Overhang DesignForsyth10/24/201810/24/201811/2/2018
DE00259Not acceptableDE00259 Rock Quarry Road Submittal 008.00 - Painting,Containment and material ApprovalWake10/24/201810/24/201812/3/2018
C203862no exceptionU2827-B -  Transmittal (#092: RFI-016 Wall Reinforcing Alternate)Forsyth10/25/201810/25/201811/6/2018
C203862Comments sent to Donald J PopeSubmittal (#SOW 3-18.0: W_Y7RB_1 Permanent Soil Nail Wall Shop Drawings & Calculations)Forsyth10/25/201810/25/201811/7/2018
C203862under reviewU2827-B -  Submittal (#430-7.0: Site 06-Marshall Channel Diaphragm Shop Drawing)Forsyth10/25/201810/25/2018
C203925take no exceptionC203925 T040 Pavement Marking ( Painting Material Submittal)Carteret10/26/201811/2/2018
C204105Accepted As Noted - See EmailC204105- US-401 from NC-96 to SR-1103- Submittal # S-04- Box Culvert @ 283+77Franklin, Wake10/26/201810/26/201811/21/2018
C204105Accepted as Noted-See emailSubmittal-05- 7’X7’Box Culvert @ STA. 314+63.00Franklin, Wake10/26/201810/26/201811/20/2018
C204096AcceptedGirder Erection PlanGuilford9/28/201810/26/201811/20/2018
C202587No exceptions takenCulvert Wall Penetration for 30 inch diameter RCP at Double 9' x 9' Reinforced Concrete Box CulvertUnion, Mecklenburg10/26/201810/26/201811/26/2018
(no title)Accepted as noted-See-Emailaluminum box culvert - 31'-11" span, 11'-6" rise x 45' with aluminum structural plate headwall designDavie10/26/201811/19/2018
C203406AcceptedProject Wide FCR-491 RP03 & RP04 Existing Deck Drainage ModificationMecklenburg, Iredell10/28/201810/29/201811/8/2018
C204119acceptedC204119 - RFI 028 Outbound Lanes Bridge ScarificationNew Hanover10/29/201810/29/2018
DE00259under reviewDE00259 Rock Quarry Road Submittal 009.00 WPS for welding sole plates to girdersWake10/29/201810/29/2018
C202185No exceptions takenModular Expansion Joint Installation Field AdjustmentsDare10/29/201811/2/2018
C204096AcceptedOverhang Design - C204096, U2525C; Structure No. 10 (#47)Guilford10/30/201810/30/201811/27/2018
C203956Accepted as Noted - See Emaildeck overhang falsework for three-span Type III prestressed girder bridgeIredell10/30/201810/30/201811/28/2018
DN00650Accepted-  See EmailOptional Precast Reinforced Concrete Box Culvert - 10' x 7' Split Box Culvert - Revision of Oct 29Henderson10/30/201810/30/201811/1/2018
C203759Accepted as Noted - See Emailintermediate diaphragms - 314 steel K frame assemblies - Spans E-R - Revision of Oct 29 for Left Lane OnlyCumberland10/30/201810/30/201811/7/2018
C204076under reviewGirder Erection PlanCumberland10/31/2018
C204071under reviewC204071 U5169 - SUBMITTAL 013 - SHOP DRAWINGS FOR SIDEWALK COVER PLATESGuilford10/31/201810/31/201811/13/2018
C204103AcceptedGuilford C204103 shop drawings for the anchor bolts and sole platesGuilford10/31/201810/31/201811/8/2018
DE00259Acceptale to EORDE00259 Rock Quarry Road Submittal 0010.00 Increased pedestal sizeWake10/31/201810/31/201811/1/2018
C203862Acceptedintermediate diaphragms (6 steel channel assemblies), sole plates and anchor boltsForsyth10/31/201810/31/201811/8/2018
C203862Comments sent to Dean  J HardisterU2827-B -Submittal #GT-5.1-16.0  : MSE W_L_4 Fascia Panel Shop Drawings & CalculationsForsyth10/31/201810/31/201811/13/2018
C203862Accepted As Noted-See EmailSite 02 (Peters Creek) Precast Arch Facade Shop DrawingForsyth11/1/201811/1/201811/26/2018
C203697Accepted as notedSubmittal S-4631-227R R2514D Str 7,8 47M Pump on Bridge Deck w/2 Concrete Trucks at the Pump TruckJones, Craven11/1/201811/1/201811/16/2018
C204014Accepted- See Emaildeck overhang falsework for prestressed girder bridgesLenoir11/1/201812/5/2018
C204014under reviewdeck overhang falsework for prestressed girder and plate girder bridgesLenoir11/1/2018
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