J.4-10_Treatment_area.pdf

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USAID Civil Works for Dioxin Remediation at Bien Hoa Airbase Area – Phase 1
Solicitation number
72044021B00001
Issued by

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This document is an invitation for bids for a construction contract issued by the United States Agency for International Development in Vietnam. The solicitation is for Phase 1 of dioxin remediation at Bien Hoa Airbase Area and involves civil works. The estimated total bid amount is over $50 million. The closing date for questions is December 17, 2021 and bids must be received by February 11, 2022. A virtual bid opening will be held on February 16, 2022. Both US and Vietnamese firms are eligible to participate. All prime and subcontractors must comply with Geographic Code 937 and not be foreign government controlled. Registration in SAM.gov is required. A virtual site walk and conference will be held on December 1, 2021 for prospective bidders to ask questions. The anticipated award is a single fixed price contract with option per the Federal Acquisition Regulation and subject to funding availability.

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VIETNAM

BIEN HOA

AIRBASE AREA

Trigon Associates, llc 1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com engineering • consulting • management

BIEN HOA AIRBASE, VIETNAM

USAID CIVIL WORKS FOR DIOXIN REMEDIATION

AT BIEN HOA AIRBASE AREA - PHASE 1

CONTRACT NO. AID-OAA-I-15-00053

NOVEMBER 2021

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

PHAN THANH LUAN

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

COVER

10G-01 01

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

PHAN THANH LUAN

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

INDEX OF SHEETS

10G-02

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN MINH NHAT

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 6803

10C-01

1:3300

PROPOSED SITE PLAN

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN MINH NHAT

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 6806

10C-04

1:3300

DRAINAGE SYSTEM

IMPROVEMENTS PLAN

AutoCAD SHX Text C-1009

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SECURITY FENCING

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DETENTION PONDS (SEE SHEET 10C-30 FOR ENLARGED PLAN)

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AutoCAD SHX Text FILL AND REGRADE EXISTING DRAINAGE CHANNEL. REMOVE EXISTING DRAINAGE CULVERT. INSTALL TRAPEZOIDAL CHANNEL 2.0 M BASE WIDTH 1.0 M HEIGHT. INSTALL BOX CULVERTS 2x[1Mx1M], 9.0 M LENGTH. REGRADE EXISTING CHANNEL IF CHANNEL EXISTS. INSTALL TRAPEZOIDAL CHANNEL 1 M HEIGHT 1.0 M BASE WIDTH. INSTALL BOX CULVERT [1Mx1M], 9.0 M LENGTH, TYP OF 3. REGRADE EXISTING CHANNEL. INSTALL TRAPEZOIDAL CHANNEL 1 M HEIGHT 1.0 M BASE WIDTH. REGRADE EXISTING CHANNEL. INSTALL TRAPEZOIDAL CHANNEL 1 M HEIGHT 2.0 M BASE WIDTH. REMOVE EXISTING CULVERT. INSTALL BOX CULVERT 2x[1Mx1M], 9.0 M LENGTH. REGRADE EXISTING DRAINAGE CHANNEL. INSTALL TRAPEZOIDAL CHANNEL 2 M BASE WIDTH 1.2 M HEIGHT.

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MW

MW

MW

MW

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN MINH NHAT

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

PRE-TREATMENT STORAGE

AREA (PTSA) PLAN

1:1250

10C-25 27

AutoCAD SHX Text 10C-34

AutoCAD SHX Text A

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AutoCAD SHX Text 10C-34

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DETENTION PONDS (SEE SHEET 10C-30 FOR ENLARGED PLAN)

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PUMP STATION (SEE SHEET 10C-31, 10M-01 AND 10M-02)

AutoCAD SHX Text 10C-34

AutoCAD SHX Text D

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1200 MM HDPE PIPE

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DRAINAGE DITCH (SEE SHEET 10C-04)

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AutoCAD SHX Text 1900 MM x 1900 MM SQUARE CONCRETE MANHOLE (TYP QTY 2)

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SECURITY FENCING

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TURBIDITY CURTAIN LAYOUT AND DETAIL (TYP QTY 4)

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HORIZONTAL CONTROL

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NOTE 1. ALL COORDINATES, ELEVATION ARE IN METERS, DIMENSIONS ARE IN MILLIMETERS, UNLESS OTHERWISE NOTED. 2. ELEVATIONS SHOWN ARE PRELIMINARY BASED ON MONRE SURVEY IN 2009. ELEVATIONS WILL BE UPDATED BASED ON SURVEY RESULTS FOR THIS PROJECT AND ISSUED VIA AMENDMENT

MW

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN MINH NHAT

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

DETENTION PONDS PLAN

1:500

10C-30 32

AutoCAD SHX Text 10C-35

AutoCAD SHX Text C

AutoCAD SHX Text 10C-35

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MH8

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SPILLWAY OUTLET STRUCTURE (SEE SHEET 10C-46)

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MH5

AutoCAD SHX Text C-0011

AutoCAD SHX Text C-1007

AutoCAD SHX Text C-1008

AutoCAD SHX Text C-1020

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DRAINAGE SUMP NO.4

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800 MM HDPE PIPE

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PUMP STATION (SEE SHEET 10C-31, 10M-01 AND 10M-02)

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1200 MM HDPE PIPE

AutoCAD SHX Text 1900 MM x 1900 MM SQUARE CONCRETE MANHOLE

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3 M WIDE FROM DETENTION POND TO DRAINAGE CHANNEL, 30 MM THICK RIP RAP PAD

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DRAINAGE DITCH (SEE SHEET 10C-04)

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NOTE 1. ALL COORDINATES, ELEVATION ARE IN METERS, DIMENSIONS ARE IN MILLIMETERS, UNLESS OTHERWISE NOTED. 2. ELEVATIONS SHOWN ARE PRELIMINARY BASED ON MONRE SURVEY IN 2009. ELEVATIONS WILL BE UPDATED BASED ON SURVEY RESULTS FOR THIS PROJECT AND ISSUED VIA AMENDMENT

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN MINH NHAT

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

10C-31

THIS DOCUMENT IS PRELIMINARY AND

IS NOT INTENDED FOR CONSTRUCTION,

OR PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

DETENTION PONDS

ENLARGED PLAN

AutoCAD SHX Text

TOE OF BERM

AutoCAD SHX Text

DETENTION PONDS INLET CHANNEL WITH GRATING (SEE STRUCTURAL SHEETS)

AutoCAD SHX Text

1M WIDE STOP LOG

AutoCAD SHX Text

INLET WINGWALL STRUCTURE

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GUARDRAILS

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TOE OF BERM

AutoCAD SHX Text

TOE OF BERM

AutoCAD SHX Text 1200 mm HDPE INFLUENT PIPE

AutoCAD SHX Text

INLET WINGWALL STRUCTURE

AutoCAD SHX Text

1M WIDE STOP LOG

AutoCAD SHX Text

PUMP STATION, SEE SHEET 10M-01.

AutoCAD SHX Text SCALE: 1cm = 100cm

AutoCAD SHX Text NOTE 1. ALL DIMENSIONS ARE IN CENTIMETERS AND ELEVATIONS ARE IN METERS, UNLESS OTHERWISE NOTED.

AutoCAD SHX Text

TOP OF BERM

TOP OF BERM

NGƯỜI THỰC HIỆN:

CHECKED BY

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LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN MINH NHAT

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

SECTION A-A

HORIZONTAL 1:800

VERTICAL 1:200

SECTION B-B

HORIZONTAL 1:800

VERTICAL 1:200

PTSA CROSS SECTIONS

SECTION D-D

HORIZONTAL 1:800

VERTICAL 1:200

10C-34 36

AutoCAD SHX Text 0.5%%%

AutoCAD SHX Text

BASE GRADE PTSA

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

BASE GRADE PTSA

AutoCAD SHX Text A

AutoCAD SHX Text 10C-25

AutoCAD SHX Text B

AutoCAD SHX Text 10C-25

AutoCAD SHX Text 0.5%%%

AutoCAD SHX Text 0.5%%%

AutoCAD SHX Text 0.5%%%

AutoCAD SHX Text 0.5%%%

AutoCAD SHX Text 3%%%

AutoCAD SHX Text 3%%%

AutoCAD SHX Text 3%%%

AutoCAD SHX Text 3%%%

AutoCAD SHX Text C-1005

AutoCAD SHX Text C-1005

AutoCAD SHX Text C-1006

AutoCAD SHX Text C-1006

AutoCAD SHX Text C-1005

AutoCAD SHX Text C-1005

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

BASE GRADE PTSA

AutoCAD SHX Text D

AutoCAD SHX Text 10C-25

AutoCAD SHX Text

600 MM HDPE PIPE

AutoCAD SHX Text C-1005

AutoCAD SHX Text C-1022

C-1006

NGƯỜI THỰC HIỆN:

CHECKED BY

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AS NOTED

REV DESCRIPTION DATE BY

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PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN MINH NHAT

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

SECTION C-C

HORIZONTAL 1:800

VERTICAL 1:200

DETENTION PONDS

CROSS SECTIONS

SECTION E-E

HORIZONTAL 1:800

VERTICAL 1:200

10C-35 37

AutoCAD SHX Text 0.3%%%

AutoCAD SHX Text 0.5%%%

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

BASE GRADE DETENTION PONDS

AutoCAD SHX Text C

AutoCAD SHX Text 10C-30

AutoCAD SHX Text

BASE GRADE DETENTION PONDS

AutoCAD SHX Text

PVC-D300

AutoCAD SHX Text

BASE GRADE DETENTION PONDS

AutoCAD SHX Text E

AutoCAD SHX Text 10C-30

AutoCAD SHX Text C-1007

AutoCAD SHX Text C-1007

AutoCAD SHX Text C-1020

AutoCAD SHX Text C-1007

AutoCAD SHX Text C-1007

C-1008

PROFILE

PREPARED BY

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PREPARED FOR

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LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN TRUNG SON

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

CIVIL DETAILS - I

NOTE:

PLAN OF DOUBLE BOX CULVERT 2X(1X1)M

PLAN OF SINGLE BOX CULVERT 1X(1X1)M

CROSS SECTION OF DOUBLE BOX CULVERT 2X(1X1)M

CROSS SECTION OF SINGLE BOX CULVERT 1X(1X1)M

PROFILE (SINGLE AND DOUBLE BOX CULVERT)

N.T.S.

DOUBLE BOX CULVERT

C-1002

N.T.S.

SINGLE BOX CULVERTC-1001

D-1 D-2

D-1 D-2

D-1

D-2

RETURNED PAVEMENT STRUCTURE

PAVEMENT STRUCTURE OVER BOX CULVERT

10C-40 42

AutoCAD SHX Text

BOX CULVERT [1X1]M

AutoCAD SHX Text

CAST-IN-PLACE CONCRETE DITCH 15 CM 20MPA WITH GEOCELL REINFORCEMENT

AutoCAD SHX Text

CONCRETE BEDDING 15 CM 20MPA

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text

COARSE SAND K95

AutoCAD SHX Text

GRAVEL AGGREGATE

AutoCAD SHX Text

PAVEMENT STRUCTURE OVER BOX CULVERT

AutoCAD SHX Text

RETURNED PAVEMENT STRUCTURE

AutoCAD SHX Text

BOX CULVERT 2X[1X1]M

AutoCAD SHX Text

CAST-IN-PLACE CONCRETE DITCH 15 CM 20MPA WITH GEOCELL REINFORCEMENT

AutoCAD SHX Text

CONCRETE/EARTH

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text

COARSE SAND K95

AutoCAD SHX Text

CONCRETE BEDDING 15 CM 20MPA

AutoCAD SHX Text

GRAVEL AGGREGATE

AutoCAD SHX Text

PAVEMENT STRUCTURE OVER BOX CULVERT

AutoCAD SHX Text

RETURNED PAVEMENT STRUCTURE

AutoCAD SHX Text I%

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text

BOX CULVERT [1X1]M

AutoCAD SHX Text

PAVEMENT LAYER

AutoCAD SHX Text

20MPA CONCRETE HEAD WALL

AutoCAD SHX Text

CONCRETE BEDDING 15 CM 20MPA

AutoCAD SHX Text

CAST-IN-PLACE CONCRETE DITCH 15 CM 20MPA WITH GEOCELL REINFORCEMENT

AutoCAD SHX Text

CONCRETE/EARTH

AutoCAD SHX Text

- 7 CM THICK ASPHAL CONCRETE BINDER COURSE (BTNC 19) - PRIME COAT 1.0L/M2 IN DENSITY - 15CM THICK AGGREGATE BASE COURSE (DMAX 25MM) - 18CM THICK AGGREGATE SUBBASE COURSE (DMAX 37.5MM)

AutoCAD SHX Text

- 7 CM THICK ASPHAL CONCRETE BINDER COURSE (BTNC 19) - 3 CM AVERAGE THICK ASPHAL CONCRETE BINDER COURSE (BTNC 19) - PRIME COAT 1.0L/M2 IN DENSITY

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

PTSA ACCESS RAMP PLAN

SECTIONS A-A

A

A

A

SCALE: 1-200

SCALE: 1-200

PTSA ACCESS RAMP CROSS SECTIONS

SCALE: 1-100

PTSA ACCESS RAMP

SCALE: 1-100

SCALE 1:30

TRANSVERSE JOINTLONGITUDINAL JOINT

SCALE 1:30

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN MINH NHAT

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

N.T.S.

C-1004

CIVIL DETAILS II

NOTE:

PTSA ACCESS RAMP

10C-41 43

AutoCAD SHX Text

BERM

AutoCAD SHX Text

BERM

AutoCAD SHX Text

BERM

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text I=2%%%

AutoCAD SHX Text I=4%%%

AutoCAD SHX Text I=4%%%

AutoCAD SHX Text I=2%%%

AutoCAD SHX Text BASE COURSE, THICK 30cm

AutoCAD SHX Text

FILL K95

AutoCAD SHX Text

OIL PAPER

AutoCAD SHX Text

PAVED WIDTH

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text REINFORCED CONCRETE 30MPA, THICK 24cm

AutoCAD SHX Text

CEMENT CONCRETE PAVEMENT

AutoCAD SHX Text

LANE WIDTH

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

CONCRETE PANEL

AutoCAD SHX Text

CONCRETE PANEL

AutoCAD SHX Text

CONCRETE PANEL

AutoCAD SHX Text

CONCRETE PANEL

AutoCAD SHX Text

TRANSVERSE JOINT

AutoCAD SHX Text

LONGITUDINAL JOIN

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

SEAL JOINT

AutoCAD SHX Text

TIE BARS D12MM

AutoCAD SHX Text

TIE BARS D25MM

AutoCAD SHX Text

SEAL JOINT

- ALL DIMENSIONS ARE IN CENTIMETER.

1.75 1

1.75

1.75 1 1.75

PTSA TYPICAL CROSS SECTION

N.T.S.C-1005 PTSA COVER AND LINER DETAILS

N.T.S.C-1006

DETAIL "A"

N.T.S.

1.75

1.75

DETENTION PONDS TYPICAL CROSS SECTION

N.T.S.C-1007

1.75

1.75

N.T.S.C-1008 DETENTION PONDS TYPICAL CROSS SECTION AT INTERMEDIATE BERM

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

PHAN THANH LUAN

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

CIVIL DETAILS - III

10C-42

NOTE:

AutoCAD SHX Text

50KG SANDBAGS

AutoCAD SHX Text

BERM

AutoCAD SHX Text

HIGH CONCENTRATION MATERIAL

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

SECURE CABLE TIES D3MM, @5M

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U 25kN/m

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

COMPACTION OF EXCAVATED GROUND

AutoCAD SHX Text

BERM

AutoCAD SHX Text

SOIL ANCHOR

AutoCAD SHX Text

SOIL ANCHOR

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U 25kN/m

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

COMPACTION OF EXCAVATED GROUND

AutoCAD SHX Text

DETAIL "A"

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U 25kN/m

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

DOUBLE WELD

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U 25kN/m

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

SECURE CABLE TIES D3MM, @5M

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

BERM

AutoCAD SHX Text

HIGH CONCENTRATION MATERIAL

AutoCAD SHX Text

SOIL ANCHOR

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U 25kN/m

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

COMPACTION OF EXCAVATED GROUND

AutoCAD SHX Text

BERM

AutoCAD SHX Text

BERM

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U 25kN/m

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

COMPACTION OF EXCAVATED GROUND

AutoCAD SHX Text

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

3%%%

CROSS SECTION DITCH 1 OF TREATMENT AREA

N.T.S.C-1009

N.T.S.C-1010 CROSS SECTION DITCH 2 OF TREATMENT AREA

N.T.S.C-1011 CROSS SECTION DITCH 3 OF TREATMENT AREA

N.T.S.C-1012 CROSS SECTION DITCH 4 OF TREATMENT AREA

FRONT VIEW

END VIEW

TOP VIEW

N.T.S.

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

PHAN THANH LUAN

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

CIVIL DETAILS - IV

NOTE:

10C-43 45

N.T.S.C-1020

C-1017

C-1017

SKIMMER DETAIL

NOTES:

MAINTENANCE NOTES:

C-1018

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text

CAST-IN-PLACE CONCRETE DITCH 15 CM 20MPA WITH GEOCELL REINFORCEMENT

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text

CAST-IN-PLACE CONCRETE DITCH 15 CM 20MPA WITH GEOCELL REINFORCEMENT

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text

POND BOTTOM

AutoCAD SHX Text

WATER ENTRY UNIT

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

WATER ENTRY UNIT WITH ALUMINUM TRASH SCREEN, SEE NOTE 8

AutoCAD SHX Text

PVC END CAP (TYP. OF 2)

AutoCAD SHX Text

PVC ELBOW (TYP. OF 4)

AutoCAD SHX Text

10 CM SCHEDULE 40 PVC PIPE

AutoCAD SHX Text

ARM ASSEMBLY 10 CM SCH 40 SOLID PVC

AutoCAD SHX Text

ALUMINUM STRAPS (TYP 2) TO SUPPORT/ SUSPEND HORIZONTAL INTAKE

AutoCAD SHX Text

ROPE, SEE NOTE 9

AutoCAD SHX Text MAX WATER LEVEL WATER SURFACE EI. 13.20m

AutoCAD SHX Text

10 CM SCH 40 SOLID PVC ARM ASSEMBLY, SEE NOTE 3

AutoCAD SHX Text

12 CM INLET EXTENSION, SEE NOTE 4

AutoCAD SHX Text

10 CM SCHEDULE 40 PVC PIPE

AutoCAD SHX Text

CONCRETE SPILLWAY STRUCTURE. SEE NOTE 7

AutoCAD SHX Text

PVC VENT PIPE

AutoCAD SHX Text FLEXIBLE HOSE MUST BE SECURELY FASTENED TO THE CONCRETE SPILLWAY STRUCTURE. SEE NOTE 6

AutoCAD SHX Text

EXCAVATED PIT UNDER SKIMMER

AutoCAD SHX Text

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

AutoCAD SHX Text

1. CONTRACTOR SHALL INSTALL SKIMMER, PIPING AND APPURTENANCES AS SHOWN. CONTRACTOR SHALL INSTALL SKIMMER, PIPING AND APPURTENANCES AS SHOWN. 2. SKIMMER IS SIZED TO DRAIN POND IN 3 DAYS - 12.7 CM, ORIFICE SIZE IS 6.35 CM, 1 SKIMMER PER BASIN. SKIMMER IS SIZED TO DRAIN POND IN 3 DAYS - 12.7 CM, ORIFICE SIZE IS 6.35 CM, 1 SKIMMER PER BASIN. 3. ARM SHALL BE AT LEAST 1.4 X WATER DEPTH WHICH IS 2800 MM. ARM SHALL BE AT LEAST 1.4 X WATER DEPTH WHICH IS 2800 MM. 4. INSTALL TRANSITION FROM 10.46 CM SIZED PIPE TO 12.7 CM SIZED SKIMMER INLET. INSTALL TRANSITION FROM 10.46 CM SIZED PIPE TO 12.7 CM SIZED SKIMMER INLET. 5. HEAD OR THE DISTANCE BETWEEN WATER SURFACE AND ORIFICE SHALL BE 101.6 MM HEAD OR THE DISTANCE BETWEEN WATER SURFACE AND ORIFICE SHALL BE 101.6 MM 6. CONTRACTOR SHALL USE A COUPLING ADAPTOR/STEEL PLATE WITH A HOLE CUT IN IT AND COUPLING CONTRACTOR SHALL USE A COUPLING ADAPTOR/STEEL PLATE WITH A HOLE CUT IN IT AND COUPLING WELDED TO IT THAT WILL FIT OVER THE HOLE IN THE CONCRETE STRUCTURE AND BOLTED TO THE STRUCTURE WITH SEALANT. SEE DETAIL THIS SHEET. 7. THE CONCRETE PRIMARY SPILLWAY/OUTLET STRUCTURE SHALL BE AS SHOWN IN SHEET 10-C-X THE CONCRETE PRIMARY SPILLWAY/OUTLET STRUCTURE SHALL BE AS SHOWN IN SHEET 10-C-X 8. HORIZONTAL PIPE SHALL BE MINIMUM 203 MM DIAMETER, SUPPORTED ON BOTH SIDES WITH ALUMINUM HORIZONTAL PIPE SHALL BE MINIMUM 203 MM DIAMETER, SUPPORTED ON BOTH SIDES WITH ALUMINUM STRAPS AND PROVIDED WITH SLOTS CUT IN THE INLET AND ALUMINUM SCREEN DOOR FOR ACCESS TO THE 127 MM DIAMETER INLET AND ORIFICE INSIDE. 9. CONTRACTOR SHALL TIE ONE END OF THE ROPE AROUND THE TEE BETWEEN THE VENT SOCKET AND THE CONTRACTOR SHALL TIE ONE END OF THE ROPE AROUND THE TEE BETWEEN THE VENT SOCKET AND THE SKIMMER INLET. SECURE THE OTHER END OF THE ROPE TO A STAKE OR POST ON THE BASIN BERM WHERE IT CAN BE USED TO PULL THE SKIMMER TO THE SIDE IF NECESSARY TO REMOVE TRASH AND DEBRIS. 10. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT. 11. FILL MATERIAL AROUND PIPE SHALL BE COMPACTED. FILL MATERIAL AROUND PIPE SHALL BE COMPACTED. 12. 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. 13. OUTLET SHOWN ENLARGED FOR CLARITY. OUTLET SHOWN ENLARGED FOR CLARITY. 14. SKIMMER SHOWN IN FLOATING POSITION.SKIMMER SHOWN IN FLOATING POSITION.

1. SEDIMENT BASINS MUST BE INSPECTED AND MUST BE CLEANED WHEN THE ORIGINAL CAPACITY HAS BEEN 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 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 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 OUTLET STRUCTURES IN SEDIMENT BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES.

S E W

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN TRUNG SON

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

CIVIL DETAILS - V

SECTION A-A SECTION B-B

PLAN

C-1013 MANHOLE TYPE 1

SCALE 1:25

NOTE:

A

A

B

B

B

A

10C-44 46

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CORRUGATED DOUBLE WALL HDPE PIPE

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CONNECTION (FOLLOW SUPPLIER'S INSTRUCTION)

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CRUSHED STONE BED

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CAST IRON COVER

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CAST IRON COVER

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CRUSHED STONE BED

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CORRUGATED DOUBLE WALL HDPE PIPE

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CORRUGATED DOUBLE WALL HDPE PIPE

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CAST IRON COVER

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CORRUGATED DOUBLE WALL HDPE PIPE

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GALVANIZED STEEL D20

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GALVANIZED STEEL D20

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EXISTING GROUND LEVEL

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EXISTING GROUND LEVEL

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INVERT ELEVATION

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INVERT ELEVATION

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MANHOLE TYPE 2 DIMENSIONS IN MILIMETERS

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MANHOLE NAME

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INVERT ELV.

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TOP ELV.

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HEIGH (H)

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MH-1

AutoCAD SHX Text 9.24

AutoCAD SHX Text 11.00

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MH-2

AutoCAD SHX Text 8.98

AutoCAD SHX Text 11.00

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MH-3

AutoCAD SHX Text 9.24

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MH-4

AutoCAD SHX Text 8.95

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1. ALL DIMENSIONS ARE IN MILLIMETERS, ELEVATIONS ARE IN METERS, UNLESS OTHERWISE NOTED.

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2. REBARS WILL BE SHOWN IN DETAILED DESIGN.

3. CONSTRUCTION JOINT AND WATERSTOP WILL BE SHOWN IN DETAILED DESIGN.

S E W

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN TRUNG SON

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

CIVIL DETAILS - VI

NOTE:

SECTION A-A SECTION B-B

PLAN

A

A

B

B C-1014 MANHOLE TYPE 2

SCALE 1:25

B

A

10C-45 47

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1. ALL DIMENSIONS ARE IN MILLIMETERS, ELEVATIONS ARE IN METERS, UNLESS OTHERWISE NOTED.

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2. REBARS WILL BE SHOWN IN DETAILED DESIGN.

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3. CONSTRUCTION JOINT AND WATERSTOP WILL BE SHOWN IN DETAILED DESIGN.

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EXISTING GROUND LEVEL

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EXISTING GROUND LEVEL

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INVERT ELEVATION

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GALVANIZED STEEL D20

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CAST IRON COVER

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INVERT ELEVATION

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CORRUGATED DOUBLE WALL HDPE PIPE

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CORRUGATED DOUBLE WALL HDPE PIPE

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CONNECTION (FOLLOW SUPPLIER'S INSTRUCTION)

AutoCAD SHX Text 25MPa RC

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CRUSHED STONE BED

AutoCAD SHX Text 25MPa RC

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CRUSHED STONE BED

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CAST IRON COVER

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GALVANIZED STEEL D20

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CORRUGATED DOUBLE WALL HDPE PIPE

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CORRUGATED DOUBLE WALL HDPE PIPE

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MANHOLE TYPE 2 DIMENSIONS IN MILIMETERS

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MANHOLE NAME

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INVERT ELV.

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TOP ELV.

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HEIGH (H)

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MH-5

AutoCAD SHX Text 8.30

AutoCAD SHX Text 11.00

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AutoCAD SHX Text

MH-6

AutoCAD SHX Text 8.29

AutoCAD SHX Text 11.00

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CORRUGATED DOUBLE WALL HDPE PIPE

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN TRUNG SON

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

CIVIL DETAILS - VII

NOTE:

A

SECTION A-A

SCALE 1:10

A

A

PLAN VIEW OF DOMED TRASH RACK

SCALE N.T.S. PIPE TRENCH TYPICAL CROSS SECTION

N.T.S

ANTI SEEP COLLAR DETAILS

SCALE 1:20

C-1016 DOMED TRASH RACK DETAILS

C-1015

C-1017

10C-46 48

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1.ALL DIMENSIONS ARE IN MILLIMETERS, UNLESS OTHERWISE NOTED.

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BOX STAINLESS STEEL 30X60X4

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SOLID STAINLESS STEEL 20X20

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BOX STAINLESS STEEL 30X60X4

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SOLID STAINLESS STEEL 20X20

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STAINLESS STEEL BOLT M12

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STAINLESS STEEL BOLT M12

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SOLID STAINLESS STEEL 20X20

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BOX STAINLESS STEEL 30X60X4

AutoCAD SHX Text STAINLESS STEEL PLATE 135x6

AutoCAD SHX Text STAINLESS STEEL PLATE 135x6

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2.STAINLESS STEEL USING INOX 304.

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3.USE 4MM WELD FOR ALL CONNECTIONS OF STEEL ELEMENTS.

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5. TRENCH SLOPE AND GROUND DESIGN MAY CHANGE DUE TO GEOTECHNICAL SURVEY DATA

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TO MEET THE STABILIZATION REQUIREMENTS.

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K85 COMPACTED GROUND

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K85 COMPACTED COARSE SAND BED

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K85 COMPACTED COARSE SAND BACK FILL (150MM PER LAYER)

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K85 NORMAL BACK FILL

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EXISTING GROUND LEVEL

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HDPE PIPE

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TECHNICAL REQUIREMENTS OF TRENCH (DIMENSIONS IN MILIMETERS)

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NOMINATE DIAMETER (D)

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TRENCH WIDTH (B)

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MIN. OF H2

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4. TECHNICAL REQUIREMENTS OF TRENCH REFER TO TCVN 9070:2012 (APPENDIX A).

AutoCAD SHX Text D10

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AutoCAD SHX Text D6

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25MPA CONCRETE

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN TRUNG SON

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

CIVIL DETAILS - VIII

NOTE:

A

A

PLAN

SECTION A-A

SCALE 1:80

C-1016

C-1017

C-1017

C-1019

A

C-1018 OUTLET SPILLWAY ENLARGED PLAN AND SECTION

C-1019

GENERAL NOTES:

10C-47 49

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1. SPILLWAY STRUCTURES SHOULD BE CLEARED OF DEBRIS PERIODICALLY AND AFTER ANY SIGNIFICANT SPILLWAY STRUCTURES SHOULD BE CLEARED OF DEBRIS PERIODICALLY AND AFTER ANY SIGNIFICANT RAINFALL EVENT WHERE INSPECTION REVEALS A SIGNIFICANT BLOCKAGE. 1. CONTINUOUS RUBBER WATERSTOPS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS IN RISER AND CONTINUOUS RUBBER WATERSTOPS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS IN RISER AND SECTIONS SHALL BE STRAPPED TOGETHER WITH STAINLESS STEEL HARDWARE. 2. DURING LOW WATER CONDITIONS, CONCRETE SPILLWAY STRUCTURES SHOULD BE INSPECTED TO DECIDE IF DURING LOW WATER CONDITIONS, CONCRETE SPILLWAY STRUCTURES SHOULD BE INSPECTED TO DECIDE IF WATER IS PASSING THROUGH ANY JOINTS OR OTHER STRUCTURE CONTACTS AND TO IDENTIFY ANY CRACKS, SPALLING, BROKEN OR LOOSE SECTIONS. ANY CRACKED, SPALLED, BROKEN OR LOOSE SECTIONS SHOULD BE CLEANED AND REFILLED WITH AN APPROPRIATE CONCRETE PATCHING MATERIAL. A PROFESSIONAL ENGINEER SHOULD BE CONSULTED TO REPAIR EXTENSIVE LEAKAGE, SPALLS OR FRACTURES. 3. OUTLET PROTECTION (TRASH RACKS) AND DISCHARGE CHANNELS SHOULD BE CLEARED OF BRUSH OUTLET PROTECTION (TRASH RACKS) AND DISCHARGE CHANNELS SHOULD BE CLEARED OF BRUSH PERIODICALLY. 4. TRASH RACKS SHOULD BE INSPECTED AND TESTED PERIODICALLY TO MAKE SURE THEY ARE INTACT AND TRASH RACKS SHOULD BE INSPECTED AND TESTED PERIODICALLY TO MAKE SURE THEY ARE INTACT AND OPERATIVE. 5. ANY REPAIRS MADE TO THE SPILLWAY STRUCTURE SHOULD BE REVIEWED BY A PROFESSIONAL ENGINEER.ANY REPAIRS MADE TO THE SPILLWAY STRUCTURE SHOULD BE REVIEWED BY A PROFESSIONAL ENGINEER.

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OUTLET SPILLWAY RISER

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PIPE FROM SKIMMER

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FLEXIBLE HOSE

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RC PIPE D300

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ANTI-SEEP COLLAR

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RIPRAP

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GABION

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GABION

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GABION

AutoCAD SHX Text +13.35

AutoCAD SHX Text +13.03

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MAX WATER LEVEL +13.20

AutoCAD SHX Text +11.20

AutoCAD SHX Text +11.00

AutoCAD SHX Text +10.90

AutoCAD SHX Text +11.00

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BOTTOM LEVEL +11.00

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PVC PIPE FROM SKIMMER

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FLEXIBLE HOSE

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25MPA RC OUTLET SPILLWAY RISER

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DOMED TRASH RACK

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PRECAST RC PIPE D300

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ANTI-SEEP COLLAR 25MPA RC

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CRUSHED STONE BED

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20MPA CONCRETE HEADWALL

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20MPA CONCRETE WINGWALL

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RIPRAP

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NONWOVEN GEOTEXTILE

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GABION

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GABION

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NONWOVEN GEOTEXTILE

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GABION

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DETENTION POND'S BERM

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NONWOVEN GEOTEXTILE

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HDPE LINER

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STEEL BATTEN

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STEEL BATTEN

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STEEL BATTEN

AutoCAD SHX Text +10.70

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1. ALL DIMENSIONS ARE IN MILLIMETERS, ELEVATIONS ARE IN METERS, UNLESS OTHERWISE NOTED.

2. BOTTOM SLAB IS DESIGNED FOR BUOYANCY.

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN TRUNG SON

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

CIVIL DETAILS - IX

NOTE:

PLAN VIEW OF RISER

1/20

A

A

SECTION A-A

1/20---

A

D.1

D.3

D.2

STEEL BATTEN DETAIL

1/8D.1 STEEL BATTEN DETAIL

1/8D.2 STEEL BATTEN DETAIL

1/8D.3

C-1016

C-1019 OUTLET SPILLWAY RISER DETAILS

10C-48 50

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HDPE LINER

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STAINLESS STEEL M12 BOLT

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STAINLESS STEEL L 100X100X4

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GEOTEXTILE

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HDPE LINER

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STAINLESS STEEL M12 BOLT

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STAINLESS STEEL L 100X100X4

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STAINLESS STEEL M12 BOLT

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STAINLESS STEEL L 100X100X4

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HDPE LINER

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GEOTEXTILE

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FLEXIBLE HOSE

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DOMED TRASH RACK

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STEEL BATTEN

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RC BOTTOM SLAB

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FLEXIBLE HOSE

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RC RISER WALL

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STAINLESS STEEL M12 BOLT

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FLEXIBLE HOSE

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RC BOTTOM SLAB

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RC RISER WALL

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RC BOTTOM SLAB

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RC RISER WALL

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RC RISER WALL

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STAINLESS STEEL M12 BOLT

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STAINLESS STEEL BATTEN

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1. ALL DIMENSIONS ARE IN MILLIMETERS, ELEVATIONS ARE IN METERS, UNLESS OTHERWISE NOTED.

AutoCAD SHX Text +13.03

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MAX WATER LEVEL +13.20

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2. REBARS WILL BE SHOWN IN DETAILED DESIGN.

3. CONSTRUCTION JOINT AND WATERSTOP WILL BE SHOWN IN DETAILED DESIGN.

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN TRUNG SON

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

CIVIL DETAILS - X

5110C-49

TURBIDITY CURTAINS LAYOUT

N.T.S

C-1021

DRAINAGE SUMP No. 2

PLAN

DRAINAGE SUMP No. 1 DRAINAGE SUMP No. 3

DRAINAGE SUMP No. 4

SECTION A-A

NOTE:

AutoCAD SHX Text

WING FRAME

AutoCAD SHX Text

MAIN FRAME

AutoCAD SHX Text

WING FRAME

AutoCAD SHX Text

WING FRAME

AutoCAD SHX Text

WING FRAME

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MAIN FRAME

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WING FRAME

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WING FRAME

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MAIN FRAME

AutoCAD SHX Text

WING FRAME

AutoCAD SHX Text

WING FRAME

AutoCAD SHX Text

MAIN FRAME

AutoCAD SHX Text

SUMP HDPE LINER

AutoCAD SHX Text

SUPPORTING BRACE

AutoCAD SHX Text

STAINLESS M12 BOLT

AutoCAD SHX Text

MAIN FRAME

AutoCAD SHX Text

FLOORING SCREED

AutoCAD SHX Text

REINFORCED CONCRETE FOOTING

AutoCAD SHX Text

HDPE STRIP

AutoCAD SHX Text

WELDING

AutoCAD SHX Text

SUMP HDPE LINER

AutoCAD SHX Text

SUMP HDPE LINER

AutoCAD SHX Text

HDPE LINER OVER CONTAMINATED SOIL

AutoCAD SHX Text

RING FOR FASTEN CABLE

AutoCAD SHX Text

FOLD AND SEW GEOTEXTILE OVER PVC PIPE

AutoCAD SHX Text

GEOTEXTILE FABRIC

AutoCAD SHX Text

RING FOR FASTEN CABLE

AutoCAD SHX Text

RING FOR FASTEN CABLE

AutoCAD SHX Text

D600 PIPE

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

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AutoCAD SHX Text A

AutoCAD SHX Text

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1. ALL DIMENSIONS ARE IN MILLIMETERS, UNLESS OTHERWISE NOTED.

AutoCAD SHX Text

2. REBARS WILL BE SHOWN IN DETAILED DESIGN.

AutoCAD SHX Text (500x1000) PIT SLOPE 1:2

AutoCAD SHX Text 2.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text 2.0

1.0

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

NGUYEN TRUNG SON

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

CIVIL DETAILS - XI

10C-50

TURBIDITY CURTAIN DETAILSC-1022

FRONT VIEW

SCALE 1:50

PLAN VIEW

SCALE 1:50

SECTION A-A

SCALE 1:20

MAIN FRAME DIMENSIONS

SCALE 1:50

WING FRAME DIMENSIONS

SCALE 1:50

MESH FRAME

SCALE 1:20

D.1

NOTE:

DETAIL D.1

SCALE 1:10

D.1

AutoCAD SHX Text

SUM HDPE LINER

AutoCAD SHX Text

WING FRAME

AutoCAD SHX Text

MAIN FRAME

AutoCAD SHX Text

STAINLESS STEEL SHEET HINGE

AutoCAD SHX Text

PVC COATED D6 FASTEN CABLE

AutoCAD SHX Text

MESH FRAME

AutoCAD SHX Text

MAIN FRAME

AutoCAD SHX Text

WING FRAME

AutoCAD SHX Text

RC FOOTING

AutoCAD SHX Text

STAINLESS STEEL BOX 50X100X4

AutoCAD SHX Text

STAINLESS STEEL BOX 50X100X4

AutoCAD SHX Text

STAINLESS STEEL L 50X32X3

AutoCAD SHX Text

STAINLESS STEEL D3 WELD MESH (50X50)

AutoCAD SHX Text

1.ALL DIMENSIONS ARE IN MILLIMETERS, UNLESS OTHERWISE NOTED.

AutoCAD SHX Text

2.STAINLESS STEEL USING INOX 304.

AutoCAD SHX Text

3.USE 4MM WELD FOR ALL CONNECTIONS OF STEEL ELEMENTS.

AutoCAD SHX Text

STAINLESS STEEL BOX 50X100X4

AutoCAD SHX Text

STAINLESS STEEL M12 BOLT

AutoCAD SHX Text

RC FOOTING

AutoCAD SHX Text

STAINLESS STEEL D8 RING

AutoCAD SHX Text

STAINLESS STEEL D8 RING

AutoCAD SHX Text

STAINLESS STEEL D8 RING

AutoCAD SHX Text

RING

AutoCAD SHX Text

D6 CABLE

AutoCAD SHX Text

SHACKLE

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

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AutoCAD SHX Text

5. REBARS WILL BE SHOWN IN DETAILED DESIGN.

NORTH ACCESS POINT

REAR OF THE CONTROL GATE

SCALE 1:50

FRONT OF THE CONTROL GATE

SCALE 1:50

C-1023 SCALE 1:50

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

PHAN THANH LUAN

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRBASE AREA PROJECT - PHASE 1

DỰ ÁN XỬ LÝ Ô NHIỄM DIOXIN KHU VỰC

SÂN BAY BIÊN HÒA - GIAI ĐOẠN 1

IFB ATTACHMENT J.4

10 TREATMENT AREA DESIGN

ITEM/ HẠNG MỤC:

15-Nov-2021

PRELIMINARY

THIS DOCUMENT IS PRELIMINARY AND IS

NOT INTENDED FOR CONSTRUCTION, OR

PERMIT PURPOSES

ENGINEER: LISBETH HABANS NAGRATH

LOUISIANA LICENSE No. 36792 68

CIVIL DETAILS - XII

NOTE:

10C-51 53

AutoCAD SHX Text

MAIN DOOR

AutoCAD SHX Text

MAIN DOOR

AutoCAD SHX Text

MAIN DOOR

AutoCAD SHX Text

MAIN DOOR

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

COLUMN

1.ALL DIMENSIONS ARE IN MILLIMETERS, UNLESS OTHERWISE NOTED.

REAR OF THE CONTROL GATE

SCALE 1:25

FRONT OF THE CONTROL GATE

SCALE 1:25

SOUTH ACCESS POINTC-1024 SCALE 1:50

A3

PREPARED BY

NGƯỜI THỰC HIỆN:

CHECKED BY

NGƯỜI KIỂM TRA:

AS NOTED

REV DESCRIPTION DATE BY

BẢN ĐIỀU CHỈNH NGÀY BỞI

PREPARED FOR

CHỦ ĐẦU TƯ:

LISBETH HABANS NAGRATH

DESIGNER OF RECORD

CHỦ NHIỆM THIẾT KẾ:

PROJECT NAME/ TÊN DỰ ÁN:

DRAWING TITLE/ TÊN BẢN VẼ:

DATE/ NGÀY: SIZE/ KHỔ: SCALE/ TỈ LỆ:

ARCHANA NIKHIL SHARMA

PHAN THANH LUAN

SHEET

TỜ:

OF

CỦA:

Trigon Associates, llc1515 Poydras St., Ste 2200 New Orleans, LA 70112 www.trigonassociates.com

ENGINEERING • CONSULTING • MANAGEMENT

A&E BIEN HOA CONTRACTOR

NHÀ THẦU TV&TK BIÊN HÒA

DRAWING NO / BẢN VẼ SỐ:

DIOXIN REMEDIATION AT BIEN HOA

AIRB…

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