CG-103A_Amend 5.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

About this file

Written by GovTribe AI ·

This document package includes an engineering drawing set and related federal contract opportunity. The engineering drawing set appears to be for an erosion and sediment control plan, depicting details such as silt fences, sediment traps, diversion fences, and notes.

The related federal contract opportunity is a solicitation for a Large Projects Multiple Award Construction Contract. Interested offerors should refer to SAM.gov for full solicitation documents. The solicitation is issued by the Department of the Navy Naval Facilities Engineering Command for general construction services on an indefinite-delivery/indefinite-quantity basis. Relevant details include the solicitation number, issuing agency, and instruction to review SAM.gov for full opportunity details.

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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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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-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
Show all 50

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SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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DRAWFORM REVISION: 06 APRIL 2017

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CG-103A

GENERAL NOTES:

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LEGEND

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KEYNOTES:

ESC KEYNOTES:

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AutoCAD SHX Text CLEARING AND GRUBBING LOCATED BETWEEN DIVERSION FENCE AND LOD SHALL BE COMPLETED DURING NOAA 3-DAY DRY WEATHER FORECAST AND STABILIZED IMMEDIATELY.

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S.SILT FENCE STAGE 0 TO REMAIN

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SEDIMENT TRAP - 21 (STD MD ST II TYPE) STG 1 DA = 3.96 AC WEIR ELEV. 234.50

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GABION INLET PROTECTION DA = 1.07 AC

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SEDIMENT TRAP - 20 (STD MD ST II TYPE) STG1 DA = 9.86 AC WEIR ELEV. 228.50

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S.SILT FENCE STAGE 0 TO REMAIN

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S.SILT FENCE STAGE 0 TO REMAIN

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WICK DRAIN AND PRE-CONSOLIDATION AREA PHASE 1A

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SAME DAY STABILIZATION REQUIRED FOR FENCE INSTALLATION

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DIRT ROAD

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GABION INFLOW PROTECTION LENGTH = 28 FT BOTTOM WIDTH = 6 FT

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SD6 - INSTALL TEMPORARY GRATE INLET IN SUMP-TOP AT ELEV. 249.00

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S.SILT FENCE AVG SLOPE = 5% MAX SLOPE LENGTH = 50' SF LENGTH = 45'

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GABION INLET PROTECTION DA = 0.76 AC

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AutoCAD SHX Text SD 7: STAGE 1 - PROVIDE TEMPORARY MANHOLE FRAME TO MATCH EXISTING GRADE (ELEVATION 239.59)

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ROP TYPE II LENGTH = 29 FT WIDTH = 34 FT THICKNESS = 1.6 FT CLASS I RIPRAP

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GABION INLET PROTECTION DA = 1.29 AC

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BIRD PROTECTION NETTING

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BAFFLE BOARD - 1

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BAFFLE BOARD - 2

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SAME DAY STABILIZATION REQUIRED FOR FENCE INSTALLATION

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STAGE 0: SD4 - INSTALL TEMPORARY GRATE INLET IN SUMP-TOP AT ELEV. 252.00

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STAGE 1: SD4 - INSTALL TEMPORARY GRATE INLET IN SUMP-TOP AT ELEV. 251.00

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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. 53990 , EXPIRATION DATE: 02-24-2023.

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

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AutoCAD SHX Text

1. REFER TO SHEET GI-003 FOR REFER TO SHEET GI-003 FOR LEGEND AND GENERAL NOTES.

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 STRICTLY ENFORCED FOR THE DURATION OF THIS PROJECT. ALL EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE STRICTLY ENFORCED FOR THE DURATION OF THIS PROJECT. 2. NO DISTURBED AREAS SHALL BE LEFT UNSTABILIZED OVERNIGHT UNLESS RUNOFF IS DIRECTED TO A STAND ALONE MDE APPROVED SEDIMENT CONTROL DEVICE. 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 AS "SAME DAY STABILIZATION" SHALL BE STABILIZED IMMEDIATELY. NO MORE AREA SHALL BE DISTURBED 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

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

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. 3 INSTALL PHASE 1A INCLINOMETER.INSTALL PHASE 1A INCLINOMETER.

AutoCAD SHX Text 1 REMOVE STAGE 0 DIVERSION FENCE/S.SILT REMOVE STAGE 0 DIVERSION FENCE/S.SILT FENCE/TGOS/MOUNTABLE BERMS FOLLOWING THE INSTALLATION OF SEDIMENT TRAP ST-20 AND TEMPORARY SWALE - 1. AUTHORIZATION FROM MDE INSPECTOR IS REQUIRED PRIOR TO THE REMOVAL OF ESC DEVICE.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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