20201210_Revised_Drawings Amendment No. 2_IFB No. 72044020B00001 USAID 2nd Interim Measures for Dioxin Remediation at Bien Hoa Airbase Area (IM2).pdf

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USAID Second Interim Measures for Dioxin Remediation at Bien Hoa Airbase Area (IM2)
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72044020B00001
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This solicitation is for a firm-fixed price construction contract to provide USAID Second Interim Measures for Dioxin Remediation at Bien Hoa Airbase Area (IM2) in Vietnam. The United States Agency for International Development in Vietnam (USAID/Vietnam) seeks to award a single contract valued over $10,000,000 to remove dioxin contamination at the former Bien Hoa Airbase. Interested U.S. and Vietnamese firms must register in the System for Award Management and hold required licenses. Questions are due by specified dates in November 2020 with a site walk and pre-bid conference scheduled. Bids must be submitted electronically by the closing date in December 2020. Award is subject to funding availability and internal USAID approvals, with a contract performance period of approximately 20 months from award.

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20201210_Specifications Amendment No. 2_IFB No. 72044020B00001 USAID 2nd Interim Measures for Dioxin Remediation at Bien Hoa Airbase Area (IM2).pdf PDF
20201210 Amendment No. 2_IFB No. 72044020B00001 USAID 2nd Interim Measures for Dioxin Remediation at Bien Hoa Airbase Area (IM2).pdf PDF
Amendment No. 1_IFB No. 72044020B00001 USAID 2nd Interim Measures for Dioxin Remediation at Bien Hoa Airbase Area (IM2).pdf PDF
20201106 IM2 Pre-Bidding Conference 72044020B00001.pdf PDF
20201030 IFB_72044020B00001 USAID 2nd Interim Measures for Dioxin Remediation at Bien Hoa Airbase Area (IM2).pdf PDF
ATTACHMENT J.4_SPECIFICATIONS_IFB_72044020B00001 BH IM2.pdf PDF
ATTACHMENT J.7_BRANDING IMPLEMENTATION PLAN AND MARKING PLAN IFB_72044020B00001 BH IM2.docx DOCX document
ATTACHMENT J.1_SF1442-14b IFB_72044020B00001 BH IM2.pdf PDF
ATTACHMENT J.2_BID FORM_IFB_72044020B00001 BH IM2.xlsx XLSX spreadsheet
ATTACHMENT J.5_Site-Wide_Health_And_Safety_Plan_IFB_72044020B00001 BH IM2.pdf PDF
ATTACHMENT J.6_Site-Wide_HASP_Sign_Off_Page_IFB_72044020B00001 BH IM2.docx DOCX document
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TABLE OF REVISIONS 1

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT

USAID SECOND INTERIM MEASURES (IM2)

REVISED DRAWINGS

DECEMBER 10, 2020

TABLE OF REVISIONS 2

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT

USAID SECOND INTERIM MEASURES

(IM2)

REVISED DRAWINGS

US AGENCY FOR INTERNATIONAL DEVELOPMENT

CONTRACT NUMBER: AID-OAA-I-15-00053

ORDER NUMBER: 72044019F00001

DECEMBER 10, 2020

TRIGON ASSOCIATES, LLC

1515 POYDRAS ST. SUITE 2200

NEW ORLEANS, LA 70112

USA

USAID SECOND INTERIM MEASURES FOR

DIOXIN REMEDIATION AT BIEN HOA AIRBASE AREA PROJECT (IM2)

TABLE OF REVISIONS i

TABLE OF REVISIONS

(December 10, 2020)

Drawing Number Description GC-02 Provide dimension for the top of LTSA berm.

GC-03 Dimension revised GC-04 Provide detail of headwall for 2D1500 culvert GC-06 Guard shack added GC-11 Gate added GC-13 SW-03A/03B existing fence added 10C-03 Delete note A: " Contractor to remove and replace existing

D300 road culvert with D1250 reinforcement concrete pipe".

10C-04 Move section cut symbols.

10C-05 Move section cut symbols.

10C-06 Update contour lines.

10C-07 Notes modified 10C-08 Notes modified 10C-10 Provide note for aggregate parking area 17PPs Update profile with datum.

20C-02 Delete concrete blocks.

30C-02 Provide note "B" to have contractor to be aware of contamination strip at hauling road.

30C-04 Provide notes to have contractor to be aware of condition of hauling road and access gate.

30C-05 Provide location of on-base gates/ guard shacks 40C-01 and -02 Update existing boundary wall and provide location of off-base gates/ guard shacks

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2. THE BELOW LTSA COVER AND BERM COMPONENTS/MATERIALS TO BE PROVIDED BY OTHERS AT FUTURE DATE. - NON-WOVEN GEOTEXTILE FABRIC: AT THE BASE GRADE (REST OF AREA) NON-WOVEN GEOTEXTILE FABRIC: AT THE BASE GRADE (REST OF AREA) - GEOCOMPOSITE DRAIN GEOCOMPOSITE DRAIN - CLEAN (ORGANIC) SOIL CLEAN (ORGANIC) SOIL - SOP SOIL AND SEED SOP SOIL AND SEED - GALVANIZED GABION GALVANIZED GABION - COVER IRRIGATION SYSTEMCOVER IRRIGATION SYSTEM

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1. LOCATIONS OF AREA 10 AND 20 MONITORING LOCATIONS OF AREA 10 AND 20 MONITORING WELLS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH ENGINEER PRIOR TO CONSTRUCTION

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NAME

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10MW-01

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LISBETH HABANS NAGRATH

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1. IM2 CONTRACTOR TO ONLY PROVIDE THE BELOW LTSA COVER AND BERM IM2 CONTRACTOR TO ONLY PROVIDE THE BELOW LTSA COVER AND BERM COMPONENTS - NON-WOVEN GEOTEXTILE FABRIC: AT THE BASE GRADE (IM2 FILL AREA), NON-WOVEN GEOTEXTILE FABRIC: AT THE BASE GRADE (IM2 FILL AREA), INTERIOR AND EXTERIOR TOP OF BERM, TOP OF CONTAMINATED FILL. - HDPE LINER: INTERIOR AND EXTERIOR TOP OF BERM, TOP OF HDPE LINER: INTERIOR AND EXTERIOR TOP OF BERM, TOP OF CONTAMINATED FILL. - CAST IN PLACE CONCRETE: BERM EXTERIOR.CAST IN PLACE CONCRETE: BERM EXTERIOR.

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NOTES:

- SIZE OF GABION: 2000X1000X500 (MM)

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AutoCAD SHX Text

PLAN OF DETENTION PIT

AutoCAD SHX Text

SCALE 1:100

AutoCAD SHX Text

SCALE 1:100

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

RIPRAP 30CM THICK

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

RIPRAP 30CM THICK

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text 1:1

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AutoCAD SHX Text 1:1

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AutoCAD SHX Text E

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%%USECTION H-H

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AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text

PLAN OF DETENTION PIT

AutoCAD SHX Text

SCALE 1:50

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

RIPRAP 30CM THICK

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

RIPRAP 30CM THICK

AutoCAD SHX Text

RIPRAP 30CM THICK

AutoCAD SHX Text 8.88M

AutoCAD SHX Text 6.77M

AutoCAD SHX Text 7.07M

AutoCAD SHX Text 7.07M

AutoCAD SHX Text 8.88M

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text

HEADWALL CONCRETE 20MPA

AutoCAD SHX Text

DOWNSTREAM

AutoCAD SHX Text

UPSTREAM

AutoCAD SHX Text

HEADWALL CONCRETE 20MPA

AutoCAD SHX Text

CRUSHED STONE MIN 10 CM

AutoCAD SHX Text 7.07M

AutoCAD SHX Text E

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%%USECTION E-E

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AutoCAD SHX Text F

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%%USECTION F-F

AutoCAD SHX Text F

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AutoCAD SHX Text 9.00M

AutoCAD SHX Text 6.90M

AutoCAD SHX Text 7.20M

AutoCAD SHX Text 7.20M

AutoCAD SHX Text 9.00M

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text

HEADWALL CONCRETE 20MPA

AutoCAD SHX Text

DOWNSTREAM

AutoCAD SHX Text

UPSTREAM

AutoCAD SHX Text

HEADWALL CONCRETE 20MPA

AutoCAD SHX Text

CRUSHED STONE MIN 10 CM

AutoCAD SHX Text 7.20M

AutoCAD SHX Text E

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%%USECTION E-E

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%%USECTION F-F

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text

LISBETH HABANS NAGRATH

AutoCAD SHX Text License No. 36792

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

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AutoCAD SHX Text

IN

AutoCAD SHX Text

LTSA DR-B (WESTERN) GABION OUTLET STRUCTURE

AutoCAD SHX Text

SCALE 1:100

AutoCAD SHX Text C-925

AutoCAD SHX Text

LTSA DR-A (EASTERN) GABION OUTLET STRUCTURE

AutoCAD SHX Text

SCALE 1:50

AutoCAD SHX Text C-923

AutoCAD SHX Text

LTSA DR-B DOWNSTREAM HEADWALL

AutoCAD SHX Text

SCALE 1:50

AutoCAD SHX Text C-980

AutoCAD SHX Text

LTSA DR-B UPSTREAM HEADWALL

AutoCAD SHX Text

SCALE 1:50

AutoCAD SHX Text C-981

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AutoCAD SHX Text U

AutoCAD SHX Text O

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AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text

LISBETH HABANS NAGRATH

AutoCAD SHX Text License No. 36792

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text

IN

AutoCAD SHX Text

MOVEABLE BARRIER FENCE

AutoCAD SHX Text C-927

AutoCAD SHX Text

SCALE 1:10

AutoCAD SHX Text

REFLECTIVE SHEET (RED)

AutoCAD SHX Text STEEL REBAR 6mm DIA

AutoCAD SHX Text

REFLECTIVE SHEET (WHITE)

AutoCAD SHX Text PRECAST CONCRETE PAD (300X300X150)mm

AutoCAD SHX Text

PVC PIPE D75, CEMENT GROUT M100

AutoCAD SHX Text A

AutoCAD SHX Text BOX STEEL 40x80x1,4

AutoCAD SHX Text

WELDING

AutoCAD SHX Text BOX STEEL 40x80x1,4 9M INTERVALS40x80x1,4 9M INTERVALS

AutoCAD SHX Text BOX STEEL 50x50x1,4

AutoCAD SHX Text

(GALVANIZED)

AutoCAD SHX Text

CONCRETE FOOTING

AutoCAD SHX Text

GALVANIZED STEEL SHEET 0.4MM

AutoCAD SHX Text 20MPa (200x200x500)

AutoCAD SHX Text

TEMPORARY STEEL SHEET FENCE

AutoCAD SHX Text C-930

AutoCAD SHX Text

SCALE 1:30

AutoCAD SHX Text

(GALVANIZED)

AutoCAD SHX Text

(GALVANIZED)

AutoCAD SHX Text

(GALVANIZED)

AutoCAD SHX Text

(GALVANIZED)

AutoCAD SHX Text BOX STEEL 50x50x1,4

AutoCAD SHX Text

CONCRETE FOOTING

AutoCAD SHX Text 20MPa (200x200x500)

AutoCAD SHX Text

GALVANIZED STEEL SHEET 0.4MM

AutoCAD SHX Text BOX STEEL 50x50x1,4

AutoCAD SHX Text

RESTRICTED

AutoCAD SHX Text

RESTRICTED

AutoCAD SHX Text

RESTRICTED

AutoCAD SHX Text

RESTRICTED

AutoCAD SHX Text

RESTRICTED

AutoCAD SHX Text

RESTRICTED

AutoCAD SHX Text

(GALVANIZED)

AutoCAD SHX Text BOX STEEL 40x80x1,4

AutoCAD SHX Text 4-[]50x50x1.4 50x50x1.4 L=2.0m

AutoCAD SHX Text D1

AutoCAD SHX Text D1

AutoCAD SHX Text D2

AutoCAD SHX Text 1-[]50x50x1.4 50x50x1.4 L=1.9m

AutoCAD SHX Text D3

AutoCAD SHX Text 9-[]50x50x1.4 50x50x1.4 L=2.4m

AutoCAD SHX Text D3

AutoCAD SHX Text D4

AutoCAD SHX Text 2-[]50x50x1.4 50x50x1.4 L=1.55m

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

SCALE 1:25

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

SCALE 1:25

AutoCAD SHX Text D1

AutoCAD SHX Text D1

AutoCAD SHX Text D5

AutoCAD SHX Text 8-[]50x50x1.4 50x50x1.4 L=1.9m

AutoCAD SHX Text D6

AutoCAD SHX Text 2-[]50x50x1.4 50x50x1.4 L=0.6m

AutoCAD SHX Text D7

AutoCAD SHX Text 4-[]50x50x1.4 50x50x1.4 L=1.25m

AutoCAD SHX Text 2-[]50x50x1.4 50x50x1.4 L=0.35m

AutoCAD SHX Text D8

AutoCAD SHX Text D5

AutoCAD SHX Text D5

AutoCAD SHX Text D7

AutoCAD SHX Text D3

AutoCAD SHX Text D3

AutoCAD SHX Text D3

AutoCAD SHX Text D3

AutoCAD SHX Text D3

AutoCAD SHX Text

SCALE 1:25

AutoCAD SHX Text D7

AutoCAD SHX Text D3

AutoCAD SHX Text D3

AutoCAD SHX Text D1

AutoCAD SHX Text D1

AutoCAD SHX Text D1

AutoCAD SHX Text D1

AutoCAD SHX Text D6

AutoCAD SHX Text D6

AutoCAD SHX Text D6

AutoCAD SHX Text D6

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text 4-[]50x50x1.4 50x50x1.4 L=1.25m

AutoCAD SHX Text

GUARD SHACK

AutoCAD SHX Text C-982

AutoCAD SHX Text

SCALE: 1:25

AutoCAD SHX Text

GALVANIZED STEEL SHEET 0.4MM

AutoCAD SHX Text

GALVANIZED STEEL SHEET 0.4MM

AutoCAD SHX Text

GALVANIZED STEEL SHEET 0.4MM

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text 1.ALL COOEDINATES, ELEVATION ARE IN METERS, DIMENSIONS ARE IN MILLIMETERS, UNLESS OTHERWISE NOTES.

AutoCAD SHX Text

2.ALL THICKS OF WELD ARE 3 MILLMETERS

User Polygon

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AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text

LISBETH HABANS NAGRATH

AutoCAD SHX Text License No. 36792

AutoCAD SHX Text

PROFESSIONAL ENGINEER

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text I

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AutoCAD SHX Text

IN

AutoCAD SHX Text

TEMPORARY SEDIMENT BASIN WITH PIPE OUTLET

AutoCAD SHX Text C-970

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO SIZE SEDIMENTARY BASIN AND PIPES. CONTRACTOR TO SIZE SEDIMENTARY BASIN AND PIPES. 2. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT. 3. FILL MATERIAL AROUND PIPE SHALL BE COMPACTED. FILL MATERIAL AROUND PIPE SHALL BE COMPACTED. 4. SIDE SLOPES SHALL BE 3:1 OR FLATTER AND MUST BE STABILIZED IMMEDIATELY AS SURFACES ARE BROUGHT TO SIDE SLOPES SHALL BE 3:1 OR FLATTER AND MUST BE STABILIZED IMMEDIATELY AS SURFACES ARE BROUGHT TO FINAL GRADE OR PER TEMPORARY STABILIZATION STANDARDS. 5. WATER MUST ONLY BE REMOVED FROM THE SURFACE OF THE CONTAINED WATER. A SKIMMER OR SIMILAR WATER MUST ONLY BE REMOVED FROM THE SURFACE OF THE CONTAINED WATER. A SKIMMER OR SIMILAR FLOATING DEVICE MUST BE USED, TO ONLY REMOVE WATER FROM THE SURFACE.

AutoCAD SHX Text MAINTENANCE NOTES: 1. SEDIMENT BASINS MUST BE INSPECTED AND MUST BE CLEANED WHEN THE ORIGINAL CAPACITY HAS BEEN REDUCED BY 50 SEDIMENT BASINS MUST BE INSPECTED AND MUST BE CLEANED WHEN THE ORIGINAL CAPACITY HAS BEEN REDUCED BY 50 PERCENT OR LESS, AS REQUIRED BY GOVERNING AGENCY. 2. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS OR FROM BASINS SHALL BE INCORPORATED INTO ON-SITE SOILS OR ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS OR FROM BASINS SHALL BE INCORPORATED INTO ON-SITE SOILS OR SPREAD OUT ON AN UPLAND PORTION OF THE SITE AND STABILIZED. 3. VERIFY THAT NO EROSION IS OCCURRING AT DISCHARGE POINTS TO AND FROM IMPOUNDMENTS AND VERIFY THAT BASIN SIDE VERIFY THAT NO EROSION IS OCCURRING AT DISCHARGE POINTS TO AND FROM IMPOUNDMENTS AND VERIFY THAT BASIN SIDE SLOPES ARE STABILIZED AND SHOW NO SIGNS OF EROSION. 4. OUTLET STRUCTURES IN SEDIMENT BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. OUTLET STRUCTURES IN SEDIMENT BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text 1.75

AutoCAD SHX Text

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

EARTH EMBANKMENT

AutoCAD SHX Text

BASIN

AutoCAD SHX Text DETAIL NOTES: 1. OUTLET SHOWN ENLARGED FOR CLARITY. OUTLET SHOWN ENLARGED FOR CLARITY. 2. SKIMMER SHOWN IN FLOATING POSITION.SKIMMER SHOWN IN FLOATING POSITION.

AutoCAD SHX Text

DETAIL "A"

AutoCAD SHX Text

SKIMMER

AutoCAD SHX Text

PVC STAND PIPE

AutoCAD SHX Text

TEMPORARY OUTLET PIPE.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

DETAIL "A"

AutoCAD SHX Text

%%UFRONT VIEW

AutoCAD SHX Text

%%UEND VIEW

AutoCAD SHX Text

%%UTOP VIEW

AutoCAD SHX Text

BOTTOM SURFACE

AutoCAD SHX Text

SCHEDULE 40 PVC PIPE

AutoCAD SHX Text

WATER SURFACE

AutoCAD SHX Text

ARM ASSEMBLY

AutoCAD SHX Text

PVC TEE

AutoCAD SHX Text

FLEXIBLE HOSE

AutoCAD SHX Text

PVC TEE

AutoCAD SHX Text

PVC VENT PIPE

AutoCAD SHX Text

ORIFICE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

SCHEDULE 40 PVC PIPE

AutoCAD SHX Text

"C" ENCLOSURE

AutoCAD SHX Text

PVC PIPE

AutoCAD SHX Text

POINT OF CONNECTION FOR DISCHARGE

AutoCAD SHX Text

WATER ENTRY UNIT (TYP. OF 2)

AutoCAD SHX Text

PVC END CAP (TYP. OF 2)

AutoCAD SHX Text

PVC ELBOW (TYP. OF 4)

AutoCAD SHX Text

PVC END CAP (TYP. OF 2)

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

CONTAINMENT BERM

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E1

AutoCAD SHX Text 2-[]80x40x1.4 80x40x1.4 L=1.92m

AutoCAD SHX Text E1

AutoCAD SHX Text E2

AutoCAD SHX Text 2-[]80x40x1,4 80x40x1,4 L=2.40m

AutoCAD SHX Text E3

AutoCAD SHX Text 3-[]40x40x1,4 40x40x1,4 L=1.92m

AutoCAD SHX Text E3

AutoCAD SHX Text E4

AutoCAD SHX Text 12-[]40x40x1,4 40x40x1,4 L=0.55m

AutoCAD SHX Text E5

AutoCAD SHX Text 1-[]40x40x1,4 40x40x1,4 L=3.00m

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text E6

AutoCAD SHX Text 8-[]40x40x1,4 40x40x1,4 L=0.55m

AutoCAD SHX Text E7

AutoCAD SHX Text 2-[]40x40x1,4 40x40x1,4 L=1.46m

AutoCAD SHX Text E7

AutoCAD SHX Text E2

AutoCAD SHX Text E8

AutoCAD SHX Text

2-HINGE STRAP D38.1, T=7MM

AutoCAD SHX Text

2-HINGE STRAP D38.1, T=7MM

AutoCAD SHX Text E8

AutoCAD SHX Text 2-[]80x40x1.4 80x40x1.4 L=2,90m

AutoCAD SHX Text E6

AutoCAD SHX Text E2

AutoCAD SHX Text E3

AutoCAD SHX Text E2

AutoCAD SHX Text E2

AutoCAD SHX Text E1

AutoCAD SHX Text E9

AutoCAD SHX Text 1-[]80x40x1,4 80x40x1,4 L=1,59m

AutoCAD SHX Text E9

AutoCAD SHX Text 1-[]80x40x1,4 80x40x1,4 L=1,59m

AutoCAD SHX Text E3

AutoCAD SHX Text E1

AutoCAD SHX Text E1

AutoCAD SHX Text E6

AutoCAD SHX Text E2

AutoCAD SHX Text

%%USECTION B-B

AutoCAD SHX Text

SCALE: 1:25

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text

SCALE: 1:25

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

%%USTRUCTURE OF CONTROL GATE

AutoCAD SHX Text

SCALE: 1:25

AutoCAD SHX Text

SCALE: 1:25

AutoCAD SHX Text

ON-BASE/OFF-BASE GATE

AutoCAD SHX Text C-983

AutoCAD SHX Text

CONCRETE FOOTING

AutoCAD SHX Text 20MPa (200x200x500)

AutoCAD SHX Text

CONCRETE FOOTING

AutoCAD SHX Text 20MPa (200x200x500)

AutoCAD SHX Text

WELDING

AutoCAD SHX Text

CONCRETE FOOTING

AutoCAD SHX Text 20MPa (200x200x500)

AutoCAD SHX Text

GALVANIZED STEEL SHEET 0.4MM

AutoCAD SHX Text

GALVANIZED STEEL SHEET 0.4MM

AutoCAD SHX Text

GALVANIZED STEEL SHEET 0.4MM

AutoCAD SHX Text

%%UNOTES

AutoCAD SHX Text

1.ALL COOEDINATES, DIMENSIONS ARE IN MILLIMETERS, UNLESS OTHERWISE NOTES.

AutoCAD SHX Text

2.ALL THICKS OF WELD ARE 3 MILLMETERS

AutoCAD SHX Text 2-[]80x40x1,4 80x40x1,4 L=2.90m

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AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text

LISBETH HABANS NAGRATH

AutoCAD SHX Text License No. 36792

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GATE 3 ACCESS ROAD STRIPING

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BROKEN LINE 1.1: AT CENTER LINE (YELLOW)

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LINE 3.1A: EDGE OF ROAD MARKING (WHITE)

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LINE 3.1B: EDGE OF ROAD MARKING (WHITE)

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RUMBER STRIP (YELLOW)

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DETAIL OF ROAD MARKINGS

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DETAIL OF ROAD SIGNAGE

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CIRCLE SHARP 70CM, 2MM THICK

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GALVANIZED PIPE D90, 3MM THICK,3.3M LONG

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D14, 400MM LONG

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CONCRETE, 500X500X600

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SECTION A-A

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SECTION B-B

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HAY BALES

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HAY BALES

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TO BE STABILIZED AS REQUIRED BASED ON FLOW AND GRADE

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FILTER FABRIC

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SLOPE TO DRAIN (0.1 M/M MIN.)

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SEDIMENT PIT

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SWALE

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APPROACH LENGTH AS REQUIRED

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AGGREGATE

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TRANSITION DETAIL

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SOIL TRACKING PREVENTION DEVICE

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CRUSH STORE 10CM

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CRUSH STONE 10CM

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STEEL D8, L=350

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STEEL D8, L=350

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STEEL PIPE D33.5, 2MM THICK

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STEEL NET B40

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STEEL PIPE D33.5, 2MM THICK

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BRICK WALL

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BRICK COLUMN

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STEEL PIPE D33.5, 2MM THICK

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STEEL D8, L=350

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BRICK COLUMN

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BRICK WALL

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BRICK COLUMN

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BRICK COLUMN

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SECTION C-C

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SECTION E-E

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SW-03A/03B EXISTING FENCING

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1.BRICK WALL AND COLUMN, FINISHED COAT, MORTAR 7.5MPA, 1-2CM THICK.

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2.WHITE LIME COAT, DUUBLE LAYRE; YELLOW FINISHED COAT.

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FRONT VIEW

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SCALE: 1:25

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Mound

Mound

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Well

Well

Pond

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Drain age

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Drainage

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Drainage

D ra in ag e

D ra in ag e

Mound

Asphalt road

Asp ha lt r oa d

As ph alt ro ad

As ph alt

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13.740

TBM-11

13.505

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R1

R2

R3

R4

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8.75

8.75

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8.

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7.50

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8.

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8.

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Asphalt road mound mound mound mound mound mound mound mound keo t yard mound mound

Culvert Ø30 trench trench khu vực lấy theo bản vẽ cũ trench keo keo keo

Culvert Ø70 em bankm ent embankment acacia em bankm ent embankment

Tomb mound mound grass ancacia grass

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Drainage Drainage

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LISBETH HABANS NAGRATH

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1. ALL ELEVATIONS ARE IN METERS AND RELATIVE TO VIETNAMESE ALL ELEVATIONS ARE IN METERS AND RELATIVE TO VIETNAMESE NATIONAL ELEVATION SYSTEM (HONDAU), BASED ON EXISTING ELEVATION BENCHMARK ISSUED BY CLIENT NAMED GPS-1. 2. ALL COORDINATES ARE IN METERS AND RELATIVE TO VIETNAMESE ALL COORDINATES ARE IN METERS AND RELATIVE TO VIETNAMESE COORDINATE SYSTEM VN2000, DONGNAI PROVINCE MERIDIAN 107°45'00",PROJECTION 3°, BASED ON TEMPORARY BENCHMARKS NAMED TBM-11AND TBM-12. 3. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. 4. SEE DRAWING SHEET G-4 FOR TOPOGRAPHIC SURVEY LEGEND.SEE DRAWING SHEET G-4 FOR TOPOGRAPHIC SURVEY LEGEND.

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CONTAINMENT BERM, SEE SHEET 10C-02.

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EXISTING DRAINAGE ONTO SITE TO REMAIN

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RACH GOC CANAL

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AutoCAD SHX Text SEE SHEETS 10PP-09 THROUGH 10PP-10 FOR DR-A DRAINAGE PROFILES. SEE SHEETS 10PP-11 THROUGH 10PP-14 FOR DR-B DRAINAGE PROFILES. CONTRACTOR TO PROVIDE PRE-CAST CONCRETE HEADWALLS UPSTREAM AND DOWNSTREAM OF ACCESS ROAD CULVERTS. CONCRETE LINED DITCH SHALL BE FLARED/TAPERED SUCH THAT INSIDE EDGE OF CHANNEL IS FLUSH WITH OUTSIDE EDGE OF HEADWALL. FLARED/TAPERED SECTIONS SHALL START 3 METERS UPSTREAM/DOWNSTREAM OF HEADWALLS. SEE SHEET 10PP-12 FOR CULVERT LINE AND GRADE.

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EXISTING CANAL

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HORIZONTAL CONTROL

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CONTAINMENT BERM, SEE SHEET 10C-02.

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RING ROAD

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RING ROAD

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EXISTING DRAINAGE ONTO SITE TO BE REMOVED

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TEMPORARY SEDIMENT BASIN #1

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TEMPORARY SEDIMENT BASIN #2

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REINFORCED CONCRETE PIPE UNDER BERM

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CONTRACTOR TO GRADE SWALE AS SHOWN @ 0.20% SLOPE WITH MINIMUM 3H:1V SIDE SLOPES.

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SOIL TRACKING PREVENTION DEVICE

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GABION OUTLET STRUCTURE

AutoCAD SHX Text C-925

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GABION OUTLET STRUCTURE

AutoCAD SHX Text C-923

Mound

Mound

Mound

Mound

Well

Well

Pond

Pond

Pond

Drain age

D ra in ag e

Drainage

D ra in ag e

Drainage

D ra in ag e

D ra in ag e

Mound

Asphalt road

Asp ha lt r oa d

As ph alt alt lt r oa d

D ra in ag e acacia acaciaacacia acacia acacia acacia acacia acacia acacia acacia acacia acacia acacia acacia acacia acacia acaciaacaciaacacia acacia acacia acacia acacia acacia acacia acacia acacia acaciaacacia acacia acacia acacia acacia

13.740

TBM-11

13.505

TBM-12

R1

R2

R3

R4

Tomb concrete mound mound moundmound mound mound mound mound mound mound mound mound mound embankment mound mound mound mound mound mound mound embankment ancacia

.5

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10.00

8.75

8.75

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11.25

12.50

11.25

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12.50

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8.75

8.

8.

7.

7.50

6.

8.

7.50

8.

8.

8.

8.

12.50

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10.00 8.75

10.00 10.00

10.00 10.00

8.75

8.7

8.75

8.75

8.75

8.7

8.

7.50

7.50

7.5

7.50

8.

8.75

8.

8.75

7.

7.

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10.00

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7.50

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8.75

8.75

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8.7

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6.

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7.50

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6.25

5.00

6.25

6.25

3.75 5.00 mound mound mound mound acacia mound acacia

Asphalt road mound mound mound mound mound mound mound mound keo t yard mound mound

Culvert Ø30 trench trench khu vực lấy theo bản vẽ cũ trench keo keo keo

Culvert Ø70 em bankm ent embankment acacia em bankm ent embankment

Tomb mound mound grass ancacia grass

Pigsty t t acacia acacia acacia acacia acacia mound

.2

10.00

8.

7.

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.5

12.50

11.25 11.25

11.25

11.25 grass

3.75

Drainage

Drainage Drainage

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1. ALL ELEVATIONS ARE IN METERS AND RELATIVE TO VIETNAMESE ALL ELEVATIONS ARE IN METERS AND RELATIVE TO VIETNAMESE NATIONAL ELEVATION SYSTEM (HONDAU), BASED ON EXISTING ELEVATION BENCHMARK ISSUED BY CLIENT NAMED GPS-1. 2. ALL COORDINATES ARE IN METERS AND RELATIVE TO VIETNAMESE ALL COORDINATES ARE IN METERS AND RELATIVE TO VIETNAMESE COORDINATE SYSTEM VN2000, DONGNAI PROVINCE MERIDIAN 107°45'00",PROJECTION 3°, BASED ON TEMPORARY BENCHMARKS NAMED TBM-11AND TBM-12. 3. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. 4. SEE DRAWING SHEET G-4 FOR TOPOGRAPHIC SURVEY LEGEND.SEE DRAWING SHEET G-4 FOR TOPOGRAPHIC SURVEY LEGEND.

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BOUNDARY LINE AND SECURITY FENCE

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BOUNDARY LINE

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RACH GOC CANAL

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TOP CENTER LINE OF CONTAINMENT BERM

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SEE SHEET 10C-09 FOR PARKING GRADING DETAIL.

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DITCH DR-A

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DR-B INLET STRUCTURE

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TEMPORARY STORAGE AREA FOR EXISTING ORGANIC MATERIAL

User Polygon

Asphalt road ha lt r oa d

As ph alt alt lt r oa d

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R1

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R4 mound mound mound moundAsphalt road mound mound mound mound mound mound mound mound keo t yard mound mound

Culvert Ø30 trench trench khu vực lấy theo bản vẽ cũ trench

Culvert Ø70 em bankm ent embankment em bankm ent embankment mound

Pigsty t t mound

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1. ALL ELEVATIONS ARE IN METERS AND RELATIVE TO VIETNAMESE ALL ELEVATIONS ARE IN METERS AND RELATIVE TO VIETNAMESE NATIONAL ELEVATION SYSTEM (HONDAU), BASED ON EXISTING ELEVATION BENCHMARK ISSUED BY CLIENT NAMED GPS-1. 2. ALL COORDINATES ARE IN METERS AND RELATIVE TO VIETNAMESE ALL COORDINATES ARE IN METERS AND RELATIVE TO VIETNAMESE COORDINATE SYSTEM VN2000, DONGNAI PROVINCE MERIDIAN 107°45'00",PROJECTION 3°, BASED ON TEMPORARY BENCHMARKS NAMED TBM-11AND TBM-12. 3. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. 4. SEE DRAWING SHEET G-4 FOR TOPOGRAPHIC SURVEY LEGEND.SEE DRAWING SHEET G-4 FOR TOPOGRAPHIC SURVEY LEGEND.

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BOUNDARY LINE AND SECURITY FENCE

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BOUNDARY LINE

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RACH GOC CANAL

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TOP CENTER LINE OF CONTAINMENT BERM

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TOP CENTER LINE OF CONTAINMENT BERM

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EXISTING CANAL

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HORIZONTAL CONTROL

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TEMPORARY SEDIMENT BASIN #1

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TEMPORARY SEDIMENT BASIN #2

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LTSA ACCESS ROAD

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LTSA TEMPORARY ACCESS ROAD

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SOIL TRACKING PREVENTION DEVICE

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TEMPORARY STORAGE AREA FOR EXISTING ORGANIC MATERIAL

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FLOW

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%%UPROPOSED PLAN AT FINISHED ELEVATION

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1. ALL ELEVATIONS ARE IN METERS AND RELATIVE TO VIETNAMESE ALL ELEVATIONS ARE IN METERS AND RELATIVE TO VIETNAMESE NATIONAL ELEVATION SYSTEM (HONDAU), BASED ON EXISTING ELEVATION BENCHMARK ISSUED BY CLIENT NAMED GPS-1. 2. ALL COORDINATES ARE IN METERS AND RELATIVE TO VIETNAMESE ALL COORDINATES ARE IN METERS AND RELATIVE TO VIETNAMESE COORDINATE SYSTEM VN2000, DONGNAI PROVINCE MERIDIAN 107°45'00",PROJECTION 3°, BASED ON TEMPORARY BENCHMARKS NAMED TBM-11AND TBM-12. 3. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. 4. SEE DRAWING SHEET G-4 FOR TOPOGRAPHIC SURVEY LEGEND.SEE DRAWING SHEET G-4 FOR TOPOGRAPHIC SURVEY LEGEND.

AutoCAD SHX Text

GENERAL NOTES

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BOUNDARY LINE AND SECURITY FENCE

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BOUNDARY LINE

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RACH GOC CANAL

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CENTER LINE OF CONTAINMENT BERM

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CENTER LINE OF CONTAINMENT BERM

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