CG-503_AMEND 4.pdf

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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

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This document contains construction drawings and details for a federal contract project. The drawings show erosion and sediment control details for a French drain, bird deterrent netting, stockpile area, and rip rap outlet protection. Notes provide requirements for materials, compaction, geotextile fabric, and stockpile benching.

The related federal contract opportunity is a Large Projects Multiple Award Construction Contract with solicitation number N40080-23-R-0020 issued by the Department of the Navy Naval Facilities Engineering Command. Offerors should refer to SAM.gov for all solicitation documents, attachments, and amendments. The MACC will involve multiple large construction projects awarded over the life of the contract.

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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.
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23R0020 0013.pdf PDF
0012 - Attachment G - SBSP.docx DOCX document
ATTACHMENT H - Price Schedule_IGE - BLANK 05082023.pdf PDF
N4008023R0020 Amendment 0008.pdf PDF
GI-112_Amend 6.pdf PDF
CG-122_Amend 6 (2).pdf PDF
CD-102_Amend 6 (2).pdf PDF
CT-502_Amend 6 (2).pdf PDF
32 92 19_Amend 6 (2).pdf PDF
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CS-503_Amend 6 (2).pdf PDF
CU-202_Amend 6 (2).pdf PDF
CU-204_Amend 6 (2).pdf PDF
N4008023R0020 Amendment 0005.pdf PDF
21-SF-0064_Mod 2 stamped plans_P-3002_ESC_Stage_0 Amend 5.pdf PDF
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CP-103_AMEND 4.pdf PDF
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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 F - SBPCD.docx DOCX document
GI-102_REV.pdf PDF
Attachment P-3002 Price Proposal Form 3-22-23.pdf PDF
N4008023R0020 Amendment 0002.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 3 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 2 of 7.pdf PDF
P-3002 IFC PLANS_REV_signed_Part 1 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
2022.09.26 P-3002 IFC Specifications_signed_N40080-23-R-0020.pdf PDF
Attachment F - SBPCD.docx DOCX document
Attachment B - PPI Log.xlsx XLSX spreadsheet
Attachment E - Historical Utilization of SB.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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CG-503

FRENCH DRAIN DETAILD2

BIRD DETERRENT NETTING DETAILB2

STOCKPILE TYPICAL DETAILD4

PLAN VIEW SECTION A-A

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 0004 04/01/2023AMENDMENT 0004 04/01/2023 04/01/202304/01/2023

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AS NOTED

AutoCAD SHX Text 13140404

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EXISTING GRADE

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FILTER MATERIAL (SEE NOTE 3)

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PERMEABLE GEOTEXTILE FABRIC (SEE NOTE 4)

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OVERLAP

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COMPACTED FILL (SEE NOTE 1)

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SUBDRAINAGE PIPE (SEE NOTE 2)

AutoCAD SHX Text NOTES: 1. COMPACTED FILL SHOULD CONSIST OF MATERIAL CLASSIFIED SM, SP, SW, CP, OR GW PER ASTM D-2847. THE LIQUID LIMIT AND COMPACTED FILL SHOULD CONSIST OF MATERIAL CLASSIFIED SM, SP, SW, CP, OR GW PER ASTM D-2847. THE LIQUID LIMIT AND PLASTICITY INDEX OF THE BACKFILL MATERIAL SHOULD NOT EXCEED 40 AND 15, RESPECTIVELY. 2. SUBDRAINAGE PIPING SHOULD BE 4 INCH DIAMETER SLOTTED CORRUGATED POLYETHYLENE (PE) TUBING ACCORDING TO ASTM F-405 SUBDRAINAGE PIPING SHOULD BE 4 INCH DIAMETER SLOTTED CORRUGATED POLYETHYLENE (PE) TUBING ACCORDING TO ASTM F-405 WITH 1/8 INCH SLOT WIDTH. PIPING SHOULD CONNECT TO A SUITABLE GRAVITY OUTLET. 3. FILTER MATERIAL SHOULD SATISFY REQUIREMENTS FOR AASHTO NO. 7. FILTER MATERIAL SHOULD SATISFY REQUIREMENTS FOR AASHTO NO. 7. 4. PERMEABLE GEOTEXTILE FABRIC SHOULD HAVE AN EQUIVALENT OPENING SIZE NOT GREATER THAN THE US STANDARD NO. 70 SIEVE. PERMEABLE GEOTEXTILE FABRIC SHOULD HAVE AN EQUIVALENT OPENING SIZE NOT GREATER THAN THE US STANDARD NO. 70 SIEVE.

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CG-503

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CG-503

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CG-503

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TSSMS - 2.5 LB/FT 2

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RIP RAP OUTLET PROTECTION (ROP) II

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RIP RAP OUTLET PROTECTION (ROP) II

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DIVERSION FENCE

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EXISTING GRADE SLOPE

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TOE OF SLOPE

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MAX SIDE SLOPE = 2:1

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SUPER SILT FENCE

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EXISTING GROUND

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DIVERSION FENCE

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SUPER SILT FENCE

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SUPER SILT FENCE

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TSSMS - 2.5 LB/FT 2

AutoCAD SHX Text NOTES: 1. THE STOCKPILE AREA MUST BE KEPT FREE OF EROSION. THE STOCKPILE AREA MUST BE KEPT FREE OF EROSION. 2. IF THE VERTICAL HEIGHT OF A STOCKPILE EXCEEDS 20 FEET FOR 2:1 IF THE VERTICAL HEIGHT OF A STOCKPILE EXCEEDS 20 FEET FOR 2:1 SLOPES, 30 FEET FOR 3:1 SLOPES, OR 40 FEET FOR 4:1 SLOPES, BENCHING MUST BE PROVIDED IN ACCORDANCE WITH SECTION B-3 LAND GRADING.

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