CG-102A_AMEND 4.pdf

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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

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This document package includes an erosion and sediment control plan sheet and a related federal contract opportunity notice. The erosion and sediment control plan sheet provides design details for controlling erosion and sedimentation runoff during construction activities at a naval facility. Key elements include silt fences, diversion fences, sediment traps, riprap outlets, and gabion structures to control drainage areas between 0.11 and 3.87 acres.

The related federal contract opportunity is a multiple award construction contract with the Department of the Navy Naval Facilities Engineering Command. Offerors are directed to SAM.gov for full solicitation details including the opportunity description, response dates and contract terms. The solicitation seeks construction services for large projects under multiple 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
CS-102_REV_AMEND 4.pdf PDF
GI-115_AMEND 4.pdf PDF
GI-501_REV.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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SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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SCALE:

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GENERAL NOTES:

LEGEND:ESC KEYNOTES:

KEYNOTES:

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GABION INLET PROTECTION D.A.= 1.45 AC1.45 AC

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INSTALL STORM PIPE (SAME DAY STABILIZATION REQ'D)

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S.SILT FENCE AVG SLOPE = 2.1% MAX SLOPE LENGTH = 87' SF LENGTH = 265'

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S.SILT FENCE STAGE 0 TO REAMIN

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GABION INLET PROTECTION DA = 1.49 AC

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ORANGE SAFETYY FENCE (SAME DAY STABLIZATION REQ'D)

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SEDIMENT TRAP - 22 (STD MD ST-II TYPE) PHASE 1A DA = 8.25 AC WEIR ELEV. 249.75

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BIRD PROTECTION NETTING

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WICK DRAIN AND PRE-CONSOLIDATION AREA PHASE 1A

AutoCAD SHX Text PHASE 1A - S.SILT FENCE AVG SLOPE = 5% MAX SLOPE LENGTH = 250' SF LENGTH = 440'(EA)

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BAFFLE BOARD - 1

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BAFFLE BOARD - 2

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SIP TYPE B INLET PROTECTION D.A.= 0.38 AC0.38 AC

AutoCAD SHX Text DIVERSION FENCE #1-1 SLOPE = 2.08% Q =1.38cfs V =1.93 fps AREA = 0.49 AC LENGTH = 504'

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PHASE 1A - S.SILT FENCE AVG SLOPE = 12% MAX SLOPE LENGTH = 140' SF LENGTH = 395'

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S.SILT FENCE STAGE 0 TO REMAIN

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GABION INLET PROTECTION DA = 0.77 AC

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TEMPORARY AIR FIELD FENCE (SAME DAY STABILIZATION REQ'D)

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ORANGE SAFETYY FENCE (SAME DAY STABLIZATION REQ'D)

AutoCAD SHX Text PHASE 1A DIVERSION FENCE #1-14 SLOPE = 1.68% Q =1.17 cfs V =2.18 fps AREA = 0.38 AC LENGTH = 161'

AutoCAD SHX Text PHASE 1A DIVERSION FENCE #1-15 SLOPE = 1.06% Q =1.96 cfs V =2.51 fps AREA = 0.45 AC LENGTH = 751'

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SD88 - INSTALL TEMPORARY MANHOLE TOP AT EXISTING GRADE

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SD66 - INSTALL TEMPORARY GRATE INLET IN SUMP - ELEV. 250.00

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SD56 - INSTALL TEMPORARY GRATE INLET IN SUMP-TOP AT ELEV. 254.00

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S.SILT FENCE STAGE 0 TO REMAIN

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AutoCAD SHX Text CLEANWATER DIVERSION PIPE - 18 INCH W/ROP TYPE II OUTLET PROTECTION STAGE 0 TO REMAIN

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GABION INFLOW PROTECTION LENGTH = 65 FT BOTTOM WIDTH = 10 FT

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STAGE 0 DIVERSION FENCE #1-18 TO REMAIN

AutoCAD SHX Text RIP-RAP OUTLET PROTECTION (ROP II) STONE: CLASS II LENGTH = 205 FT WIDTH = 25 FT DEPTH = 32 IN

AutoCAD SHX Text INSTALL TEMPORARY CHANNEL REALIGNMENT DURING NOAA 3-DAY DRY WEATHER FORECAST. STABILIZE IMMEDIATELY.

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GABION INFLOW PROTECTION STAGE 0 TO REMAIN

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GABION INFLOW PROTECTION LENGTH = 16 FT BOTTOM WIDTH = 6 FT

AutoCAD SHX Text RIP-RAP OUTLET PROTECTION (ROP II) STONE: CLASS I LENGTH = 25 FT WIDTH = 12 FT DEPTH = 19 IN

AutoCAD SHX Text RIP-RAP OUTLET PROTECTION (ROP II) STONE: CLASS I LENGTH = 16 FT WIDTH = 18.5 FT DEPTH = 19 IN

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TGOS-0-1 = 1.34 ACRES STAGE 0 TO REMAIN

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MOUNTABLE BERM TYPE B TOP WIDTH = 20'FT STAGE 0 TO REMAIN

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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

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AutoCAD SHX Text STANDARD STABILIZATION NOTE FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND SEVEN (7) DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING.

AutoCAD SHX Text NOTE TO CONTRACTOR 1. ALL EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE ALL EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE STRICTLY ENFORCED FOR THE DURATION OF THIS PROJECT. 2. NO DISTURBED AREAS SHALL BE LEFT UNSTABILIZED NO DISTURBED AREAS SHALL BE LEFT UNSTABILIZED OVERNIGHT UNLESS RUNOFF IS DIRECTED TO A STAND ALONE MDE APPROVED SEDIMENT CONTROL DEVICE. 3. SAME DAY STABILIZATION - THE WORK IN AREAS DESIGNATED SAME DAY STABILIZATION - THE WORK IN AREAS DESIGNATED AS "SAME DAY STABILIZATION" SHALL BE STABILIZED IMMEDIATELY. NO MORE AREA SHALL BE DISTURBED THAN CAN BE STABILIZED BY THE END OF THE WORKDAY. DISTURBED AREAS THAT DO NOT DRAIN TO A SEDIMENT CONTROL DEVICE SHALL BE STABILIZED BY THE END OF THE WORKDAY. NO DISTURBED AREA SHALL BE LEFT UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO AN MDE APPROVED SEDIMENT CONTROL DEVICE. MDE NUMBER #21-SF-0064

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STONE/RIPRAP OUTLET SEDIMENT TRAP ST II

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1. REFER TO SHEET GI-003 FOR LEGEND AND REFER TO SHEET GI-003 FOR LEGEND AND GENERAL NOTES. 2. REFER TO GC-005 FOR AIRFIELD NOTES. REFER TO GC-005 FOR AIRFIELD NOTES. 3. REFER TO GI-111 FOR CONSTRUCTION PHASING REFER TO GI-111 FOR CONSTRUCTION PHASING PLAN - PHASE 1 4. REFER TO SHEET CG-104 FOR SOUTH PERIMETER REFER TO SHEET CG-104 FOR SOUTH PERIMETER REROUTE ALIGNMENT TABLES. 5. REFER TO SHEET CG-201 TO CG-203 FOR REFER TO SHEET CG-201 TO CG-203 FOR PROFILES

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DRAINAGE AREA DIVIDE LINE

AutoCAD SHX Text WICK DRAIN/PRE-CONSOLIDATION PHASE 1A AREA WICK DRAIN/PRE-CONSOLIDATION PHASE 1B AREA SETTLEMENT PLATE VIBRATING WIRE PIEZOMETER INCLINOMETER

AutoCAD SHX Text PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 28557 , EXPIRATION DATE: 04-01-2023.

AutoCAD SHX Text 1 REMOVE STAGE 0 S.SILT FENCE FOLLOWING REMOVE STAGE 0 S.SILT FENCE FOLLOWING THE INSTALLATION OF DOWNSTREAM PHASE 1A S.SILT FENCE. AUTHORIZATION FROM MDE INSPECTOR IS REQUIRED PRIOR TO THE REMOVAL OF THE S.SILT FENCE. 2 REMOVE STAGE 0 DIVERSION FENCE REMOVE STAGE 0 DIVERSION FENCE FOLLOWING THE INSTALLATION OF DOWNSTREAM PHASE 1A DIVERSION FENCE. AUTHORIZATION FROM MDE INSPECTOR IS REQUIRED PRIOR TO THE REMOVAL OF DIVERSION FENCE.

AutoCAD SHX Text 1 INSTALL PHASE 1A VIBRATING WIRE INSTALL PHASE 1A VIBRATING WIRE PIEZOMETER. 2 INSTALL PHASE 1A SETTLEMENT PLATE. INSTALL PHASE 1A SETTLEMENT PLATE.

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SP

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SUMP PIT

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FILTER BAG

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FB

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