CU-202_Amend 6 (2).pdf

PDF 1 MB Posted

Attached to
N4008023R0020 LARGE PROJECTS MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) Federal contract opportunity
Solicitation number
N4008023R0020
Issued by
Department of the Navy Naval Facilities Engineering Command

About this file

This document contains storm sewer profile drawings and notes for a construction project. The drawings depict existing and finished grade elevations, stormwater detention areas, and the 10-year high groundwater level for various segments of storm sewer structures. Notes specify a minimum cover of 2 feet for storm sewers and an 18-inch minimum clearance for crossing utilities.

The related federal contract opportunity is a solicitation issued by the Naval Facilities Engineering Command for a Large Projects Multiple Award Construction Contract. Offerors are directed to SAM.gov for full solicitation documents and any amendments under solicitation number N40080-23-R-0020. The solicitation seeks to establish multiple IDIQ contracts for construction projects over $25 million within the NAVFAC area of operations.

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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 0010.pdf PDF
GI-113_Amend 6.pdf PDF
CS-503_Amend 6 (2).pdf PDF
CU-204_Amend 6 (2).pdf PDF
Additional Site Photos (2).pdf PDF
01 50 00_Amend 6 (2).pdf PDF
GC-005_Amend 6.pdf PDF
21-SF-0064_Mod 2 stamped plans_P-3002_ESC_Stage_0 Amend 5.pdf PDF
CG-122_Amend 5.pdf PDF
Flashing Beacon Specification and Details Amend 5.pdf PDF
Site Visit Seed Project Photos (P-3002 HCL).pdf PDF
01 14 00_Amend 5.pdf PDF
CG-503_Amend 5.pdf PDF
Workers Acknowledgement of Explosives Hazards 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
CT-501 AMEND 4.pdf PDF
Additional Information on Batch Plant Site AMEND 4.pdf PDF
33 10 00 Water Piping Structures and Appurtenances_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
GI-102_REV.pdf PDF
Attachment P-3002 Price Proposal Form 3-22-23.pdf PDF
GI-501_REV.pdf PDF
N4008023R0020 Amendment 0003.pdf PDF
P3002_31 11 00_AMENDMENT 001.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 3 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
P-3002 IFC PLANS_REV_signed_Part 7 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 4 of 7.pdf PDF
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
Attachment G - SBSP.docx DOCX document
Show all 50

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Text version

STORM SEWER STRUCTURE SD50 TO SD85 PROFILE

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00

STORM SEWER STRUCTURE

SD28 TO SD64 PROFILE

0+00 1+00 1+50

STORM SEWER STRUCTURES

SD69 TO SD20 PROFILE

-0+50 0+00 1+00

STORM SEWER STUCTURES

SD48 TO SD21 PROFILE

-0+50 0+00 1+00 STORM SEWER STRUCTURE

SD70 TO SD20 PROFILE

-0+50 0+00 1+00

STORM SEWER STRUCTURE SD27 TO SD79 PROFILE

0+00 1+00 2+00 3+00 4+00 5+00 6+00

STORM SEWER STRUCTURES SD18 TO SD19 PROFILE

9+50 10+00 11+00 12+00 13+0013+50

SATISFACTORY TO

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CU-202

AutoCAD SHX Text

FINISHED GRADE

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EXISTING GROUND

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STORMWATER DETENTION

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10-YEAR HGL

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10-YEAR HGL

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10-YEAR HGL

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10-YEAR HGL

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10-YEAR HGL

AutoCAD SHX Text NOTES: 1. MINIMUM COVER FOR STORM SEWER = 2.0 FT MINIMUM COVER FOR STORM SEWER = 2.0 FT 2. MINIMUM CLEARANCE FOR CROSSING UTILITIES = 18 IN. MINIMUM CLEARANCE FOR CROSSING UTILITIES = 18 IN.

AutoCAD SHX Text

EXISTING GROUND

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FINISHED GRADE

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CONNECT TO EXISTING 24-INCH RCP STORM SEWER

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 0005 04/15/2023AMENDMENT 0005 04/15/2023 04/15/202304/15/2023

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AS NOTED

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AutoCAD SHX Text 100'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=50'

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AutoCAD SHX Text 150'

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AutoCAD SHX Text 10'

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AutoCAD SHX Text 1"=5'

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HORIZONTAL SCALE:

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VERTICAL SCALE:

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