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This document package includes construction drawings and details for temporary erosion control measures and a stabilized construction entrance. The drawings specify items such as a temporary chain link fence, sediment trapping sumps, and notes regarding maintenance of the construction entrance to prevent sediment tracking. Also included is information on a large multiple award construction contract solicitation from the Department of the Navy seeking construction services on an indefinite delivery/indefinite quantity basis. Offerors are directed to SAM.gov for full solicitation documents, attachments, and amendments under solicitation number N40080-23-R-0020. Awards will be made to multiple awardees as indefinite delivery/indefinite quantity contracts.

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Other files for this federal contract opportunity

Other files attached to N4008023R0020 LARGE PROJECTS MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC), newest first.
File Type Posted
N4008023R0020 Amendment 0009.pdf PDF
N4008023R0020 Amendment 0007.pdf PDF
N4008023R0020 Amendment 0006.pdf PDF
E-500_Amend 6.pdf PDF
E-501_Amend 6.pdf PDF
Concrete Vault and Water Main additional Site photos (2).pdf PDF
CG-121_Amend 6 (2).pdf PDF
CU-505_Amend 6 (2).pdf PDF
CS-102_Amend 6 (2).pdf PDF
31 23 00.00 20_Amend 6 (2).pdf PDF
01 17 00_Amend 6 (2).pdf PDF
01 14 00_Amend 5.pdf PDF
CG-503_Amend 5.pdf PDF
CG-111_Amend 5.pdf PDF
CG-123_Amend 5.pdf PDF
CT-104_Amend 5.pdf PDF
ATTACHMENT H - P-3002 HCP PRICE SCHEDULE-BLANK 041323.pdf PDF
Workers Acknowledgement of Explosives Hazards AMEND 4.pdf PDF
Attachment G - SBSP.pdf PDF
N4008023R0020 Amendment 0004.pdf PDF
MDE 18-SF-0054 JADOC BORROW PITS SIGNED DWGS_2 of 3 AMEND 4.pdf PDF
SSK-PreBid-Detonation Bunker Sand Layer Clarification AMEND 4 (1).pdf PDF
GI-114_AMEND 4.pdf PDF
E-103_AMEND 4.pdf PDF
CG-202_REV_AMEND 4.pdf PDF
CG-201_AMEND 4.pdf PDF
03___Boring Logs (1) AMEND 4.pdf PDF
01___Boring Location Diagram AMEND 4.pdf PDF
Attachment F - SBPCD.pdf PDF
02___Cross Sections AA and BB AMEND 4.pdf PDF
P-3002 HCP Price Schedule_BLANK 4-5-23 AMEND 4.pdf PDF
CG-102A_AMEND 4.pdf PDF
CS-102_REV_AMEND 4.pdf PDF
GI-115_AMEND 4.pdf PDF
N4008023R0020 Amendment 0003.pdf PDF
P3002_31 11 00_AMENDMENT 001.pdf PDF
GI-102_REV.pdf PDF
Attachment P-3002 Price Proposal Form 3-22-23.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 3 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 7 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 4 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 3 of 7.pdf PDF
Attachment H - Base Access Form 4973-16FEB2023.xlsx XLSX spreadsheet
Attachment G - SBSP.docx DOCX document
2022.09.26 P-3002 IFC PLANS_N4008023R0020 INSTRUCTIONS.docx DOCX document
Attachment C - CONSTRUCTION DESIGN EXPERIENCE PROJECT DATA SHEET.docx DOCX document
N40080-23-R-0020 LARGE PROJECTS MACC.pdf PDF
Attachment A- PIEE Vendor Access Instructions.pdf PDF
P-3002 HCP Price Schedule_BLANK 3-1-23.pdf PDF
Attachment D - PPQ.docx DOCX document
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Text version

FIRE HYDRANT CONSTRUCTION CONNECTIONC2

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FINISH GRADE

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GATE POST

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GATE FRAME

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GATE POST

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TRUSS RODS

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CHAIN LINK FABRIC

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BRACE

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TRUSS RODS

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BRACE

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CONCRETE FOOTING (TYP)

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CHAIN LINK FABRIC

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10'-0" (MAXIMUM)

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END BAY

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MULTIPLES OF 10'-0" MAXIMUM

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TENSION WIRE

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CORNER POST

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CHAIN LINK FABRIC

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BRACE

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TRUSS ROD

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LINE POST

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RUBBER TIRE FILLED WITH CONCRETE (TYPICAL)

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TENSION WIRE

AutoCAD SHX Text NOTE: 1. COVER ALL TEMPORARY CONSTRUCTION FENCE WITH BROWN UV RESISTANT FABRIC. COVER ALL TEMPORARY CONSTRUCTION FENCE WITH BROWN UV RESISTANT FABRIC. PROVIDE PROPER ANCHORAGE OF THE FABRIC TO THE FENCE.

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OUTRIGGER WELDED TO POST (TYP)

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LATCH TO ACCOMMODATE PADLOCK

AutoCAD SHX Text NOTES: 1. USE OF HYDRANT REQUIRES AUTHORIZATION FROM 11th CES OFFICE USE OF HYDRANT REQUIRES AUTHORIZATION FROM 11th CES OFFICE SHOP AND OTHER APPLICABLE AGENCIES. 2. METER AND BACKFLOW DEVICES SHALL BE FULLY SUPPORTED WHEN METER AND BACKFLOW DEVICES SHALL BE FULLY SUPPORTED WHEN CONNECTED TO THE FIRE HYDRANT. 3. DOCUMENTATION OF METER AND BACKFLOW CERTIFICATION TO BE DOCUMENTATION OF METER AND BACKFLOW CERTIFICATION TO BE PROVIDED TO 11TH CES OFFICE 4. METER AND BACKFLOW DEVICES SHALL BE TESTED ANNUALLY ACCORDING METER AND BACKFLOW DEVICES SHALL BE TESTED ANNUALLY ACCORDING TO THE MANUFACTURER'S RECOMMENDATION. 5. SUBCONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO THE SUBCONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO THE FIRE HYDRANT DURING INSTALLATION, USE, AND REMOVAL

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EXISTING FIRE HYDRANT

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GATE VALVE WITH HANDWHEEL

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BACKFLOW PREVENTER

AutoCAD SHX Text NOTE: 1. A KNOX PADLOCK MODEL # 3770 SHALL BE INSTALLED ON ALL TEMPORARY GATES TO SECURE THE TEMPORARY A KNOX PADLOCK MODEL # 3770 SHALL BE INSTALLED ON ALL TEMPORARY GATES TO SECURE THE TEMPORARY GATE COMBINED WITH THE CONTRACTORS LOCK TO ENABLE EMERGENCY ACCESS 24/7. THE KNOX LOCK MUST BE KEYED FOR THE FIRE DEPARTMENT KEY ACCESS.

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TENSION WIRE

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SUPPORT AS REQUIRED

AutoCAD SHX Text NOTE: 1. USE SANDBAGS OR OTHER USE SANDBAGS OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO SUMP.

AutoCAD SHX Text GENERAL NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. CONTRACTOR TO PROVIDE EQUIPMENT FOR WASHING.

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FIELD VERIFY

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STABILIZED CONSTRUCTION ENTRANCE

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(TYP)

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DIVERSION RIDGE

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SEDIMENT BARRIER

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FILTER FABRIC FOR STABILIZATION

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2" - 3" COURSE AGGREGATE MIN. 6" THICK

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SEDIMENT TRAPPING SUMP

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CORRUGATED STEEL PANELS

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QUICK DISCONNECT

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SCALE: N.T.S.

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SCALE: N.T.S.

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SCALE: N.T.S.

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SCALE: N.T.S.

AutoCAD SHX Text 09/26/2022

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AutoCAD SHX Text 0 ISSUE FOR CONSTRUCTION 09/26/2022ISSUE FOR CONSTRUCTION 09/26/2022 09/26/202209/26/2022

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1 AMENDMENT 0001 04/01/2023AMENDMENT 0001 04/01/2023 04/01/202304/01/2023

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AS NOTED

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File details come from the government source that posted it. Updated .