CG-503_Amend 5.pdf
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- Solicitation number
- N4008023R0020
About this file
This document contains construction drawings and details for erosion and sediment control measures. Key details include specifications for a french drain detail, bird deterrent netting, stockpile areas, and silt fence installations. The drawings provide dimensions, materials, construction notes, and other technical requirements for implementing best management practices to prevent erosion and protect water quality during earth-disturbing activities.
The related federal contract opportunity is a solicitation for a Large Projects Multiple Award Construction Contract to provide construction services for the Department of the Navy Naval Facilities Engineering Command. Offerors are directed to SAM.gov for full solicitation documents and requirements, including response date and other procurement details. Construction services sought include erosion control, civil works, and other facility support.
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Text version
SATISFACTORY TO
APPROVED
ACTIVITY
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FOR COMMANDER NAVFAC
SEAL
A/E INFO
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DRAWFORM REVISION: 06 APRIL 2017
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N40080-22-R-8580
1396650
PROFESS IONAL ENG
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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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2 AMENDMENT 0005 04/15/2023AMENDMENT 0005 04/15/2023 04/15/202304/15/2023
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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 PLASTICITY INDEX OF 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 WITH 1/8 INCH 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
AutoCAD SHX Text A
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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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