J.11-IM2_LTSA_and_HCTS_Plans_and_Sections.pdf

PDF 5 MB Posted

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

About this file

Written by GovTribe AI ·

This Invitation for Bid (IFB) solicits construction services for Dioxin Remediation at Bien Hoa Airbase Area - Phase 1 in Vietnam. The United States Agency for International Development (USAID) in Vietnam seeks bids for remediation activities including long-term storage areas, high concentration temporary storage, standard details, and plans. The estimated total bid value is over $50 million. Questions are due by December 17, 2021 and bids are due by February 11, 2022. USAID will hold a virtual pre-bid site visit on December 1, 2021 and plans to award a single fixed-price contract with option periods in accordance with FAR Parts 14, 16, 17, and 36. Eligible bidders include U.S. and Vietnamese firms registered in the U.S. government's System for Award Management (SAM).

View the file

Other files

File Type Posted
J.2-Bid_Form_IFB_Amendment_6.xlsx XLSX spreadsheet
20220216_Amendment_6_IFB_72044021B00001_USAID Civil Works P1 for Dioxin Remediation at BH Airbase.pdf PDF
J.13_Compendium_IFB_Amendment_5.pdf PDF
20220214_Amendment_5_IFB_72044021B00001_USAID Civil Works P1 for Dioxin Remediation at BH Airbase.pdf PDF
J.2-Bid_Form_IFB_Amendment_5.xlsx XLSX spreadsheet
20220126_Amendment_4_IFB_72044021B00001_USAID Civil Works P1 for Dioxin Remediation at BH Airbase.pdf PDF
J.2-Bid_Form_IFB_Amendment_4.xlsx XLSX spreadsheet
J.4_10_Treatment_Area_IFB_Amendment+3.pdf PDF
J.2_Bid_Form_IFB_Amendment_3.xlsx XLSX spreadsheet
J.9_40_LTSA_Final_Cover_IFB_Amendment_3.pdf PDF
J.13_Compendium_IFB_Amendment_3.pdf PDF
20220122_Amendment_3_IFB_72044021B00001_USAID Civil Works P1 for Dioxin Remediation at BH Airbase.pdf PDF
J.8_30_Roadways_IFB_Amendment_3.pdf PDF
J.2-Bid_form_IFB Amendment#2.xlsx XLSX spreadsheet
J.8-30_Roadways_Amendment 2.pdf PDF
J.13_Compendium_Amendment 2.pdf PDF
J.3_Civil_Works_Phase_1_Overview_Amendment 2.pdf PDF
J.12_Groundwater_Contours_Amendment 2.pdf PDF
J.11-IM2_LTSA_and_HCTS_Plans_and_Sections_Amendment 2.pdf PDF
J.10-IM1_LCSA_HCSA_and_Staging_Area_Plans_and_Sections_Amendment 2.pdf PDF
20220115 Amendment_2 to IFB_72044021B00001 for USAID Civil Works P1 for Dioxin Remediation at Bien Hoa Airbase Area.pdf PDF
J.5-Decision_Units_Amendment 2.pdf PDF
J.6-20_Dig_and_Haul_SW-07_Amendment 2.pdf PDF
20220115 Revised No. 2 lFB No. 72044021B00001 USAID Civil Works for Dioxin Remediation at Bien Hoa Airbase Area – Phase 1.pdf PDF
20211203 SF30 Amendment_1 to IFB_72044021B00001 for USAID Civil Works P1 for Dioxin Remediation at Bien Hoa Airbase Area.pdf PDF
20211203 Revised No. 1 lFB No. 72044021B00001 USAID Civil Works for Dioxin Remediation at Bien Hoa Airbase Area – Phase 1.pdf PDF
20211201 CW1 Virtual Conference IFB No. 72044021B00001.pdf PDF
20211203 J.1_SF1442-14b IFB_72044021B00001 BH CW1_removed block 17.pdf PDF
20211117 lFB No. 72044021B00001 USAID Civil Works for Dioxin Remediation at Bien Hoa Airbase Area – Phase 1.pdf PDF
J.18-BRANDING IMPLEMENTATION PLAN AND MARKING PLAN.pdf PDF
J.9-40_LTSA_COVER.pdf PDF
J.3-Civil_Works_Phase_1_Overview.pdf PDF
J.13-Compendium.pdf PDF
J.1_SF1442-14b IFB_72044021B00001 BH CW1.pdf PDF
J.16-Site_wide_EMMP.pdf PDF
J.4-10_Treatment_area.pdf PDF
J.6-20_D_H_SW-07.pdf PDF
J.5-Decision_Units.pdf PDF
J.10-IM1_LCSA_HCSA_and_Staging_Area_Plans_and_Sections.pdf PDF
J.7-20_D_H_NF-04.pdf PDF
J.12-Groundwater Contours.pdf PDF
J.8-30_Roadways.pdf PDF
J.15-Site-wide_HASP_Sign_off_Page.docx DOCX document
J.2-Bid_form.xlsx XLSX spreadsheet
J.17-Site-wide_EMMP_Sign_off_Page.docx DOCX document
J.19-Certification of Key personnel.xlsx XLSX spreadsheet
J.14-Site_wide_HASP.pdf PDF
Show all 47

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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:

LE THI THANH THUY

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.11

IM2 LTSA AND HCTS PLANS AND SECTIONS

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 10

IFB ATTACHMENT J.11

IM2 LTSA AND HCTS PLANS AND SECTIONS

COVER

G-01 01

LTSA

Asphalt road

Asp ha lt r oa d

As ph alt ro ad

As ph alt ha lt r oa d

13.740

TBM-11

13.505

TBM-12

R1

R2

R3

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

LO

N

G T

ER

M

S

TO

R

AG

E

AR

EA

PR

O

PO

SE

D

P

LA

N O

F

TO

P O

F

BE

R M

R

EV

D

ES

C R

IP

TI

O N

D

AT

E

BY

C H

EC

KE

D

D

ES

IG

N

ED

D R

AW

N

AP

PR

O

VE

D

JA

C

/D G

S

SU

BM

IT

TA

L

D

AT

E:

Tr ig on A ss oc ia te s, ll c

P oy dr as S t., S te

N ew

O rle an s, L A w w w

.tr ig on as so ci at es

.c om en gi ne er in g

• c on su lti ng m an ag em en t

SHEET OF

PR

EP

AR

ED

FO

R

SC

AL

E:

DRAWING NO.

M

SL

AS

N

O

TE

D

R

AC

LH

N

BID SET

BI

D S

ET

/2 8/

LH

N O

C

TO

BE

R

8, U

SA

ID

S

EC

O

N D

IN

TE

R

IM

M

EA

SU

R

ES

F

O R

D

IO

XI

N

R

EM

ED

IA

TI

O

N A

T

BI

EN

H

O A

AI

R

BA

SE

A R

EA

(I

M 2)

10C-05

SE

C

TI

O N

A M

AR

KE

R

U

PD

AT

ED

(A 2)

/0

4/

LH

N

AutoCAD SHX Text 6.69

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

%%UPROPOSED PLAN OF TOP OF BERM

AutoCAD SHX Text

SCALE: 1:800

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

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

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

AutoCAD SHX Text

BOUNDARY LINE AND SECURITY FENCE

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text

RACH GOC CANAL

AutoCAD SHX Text A

AutoCAD SHX Text 10C-07

AutoCAD SHX Text A

AutoCAD SHX Text 10C-07

AutoCAD SHX Text B

AutoCAD SHX Text 10C-07

AutoCAD SHX Text B

AutoCAD SHX Text 10C-07

AutoCAD SHX Text C

AutoCAD SHX Text 10C-08

AutoCAD SHX Text C

AutoCAD SHX Text 10C-08

AutoCAD SHX Text

TOP CENTER LINE OF CONTAINMENT BERM

AutoCAD SHX Text

TOP CENTER LINE OF CONTAINMENT BERM

AutoCAD SHX Text

EXISTING CANAL

AutoCAD SHX Text

HORIZONTAL CONTROL

AutoCAD SHX Text

TEMPORARY SEDIMENT BASIN #1

AutoCAD SHX Text

TEMPORARY SEDIMENT BASIN #2

AutoCAD SHX Text

LTSA ACCESS ROAD

AutoCAD SHX Text

LTSA TEMPORARY ACCESS ROAD

AutoCAD SHX Text C-912

AutoCAD SHX Text C-970

AutoCAD SHX Text C-970

AutoCAD SHX Text

SOIL TRACKING PREVENTION DEVICE

AutoCAD SHX Text C-977

AutoCAD SHX Text C-915

AutoCAD SHX Text

TEMPORARY STORAGE AREA FOR EXISTING ORGANIC MATERIAL

User Polygon

User Polygon ha lt r oa d

As ph alt

As ph alt ha lt r oa d

13.740

TBM-11

13.505

TBM-12

R1

R2

R3

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

LO

N

G T

ER

M

S

TO

R

AT

E

AR

EA

PR

O

PO

SE

D

P

LA

N A

T

FI

N

IS

H

ED

E

LE

VA

TI

O N

R

EV

D

ES

C R

IP

TI

O N

D

AT

E

BY

C H

EC

KE

D

D

ES

IG

N

ED

D R

AW

N

AP

PR

O

VE

D

JA

C

/D G

S

SU

BM

IT

TA

L

D

AT

E:

Tr ig on A ss oc ia te s, ll c

P oy dr as S t., S te

N ew

O rle an s, L A w w w

.tr ig on as so ci at es

.c om en gi ne er in g

• c on su lti ng m an ag em en t

SHEET OF

PR

EP

AR

ED

FO

R

SC

AL

E:

DRAWING NO.

M

SL

AS

N

O

TE

D

R

AC

LH

N

BID SET

BI

D S

ET

/2 8/

LH

N D

EC

EM

BE

R

4, U

SA

ID

S

EC

O

N D

IN

TE

R

IM

M

EA

SU

R

ES

F

O R

D

IO

XI

N

R

EM

ED

IA

TI

O

N A

T

BI

EN

H

O A

AI

R

BA

SE

A R

EA

(I

M 2)

/0 4/

LH

N

10C-06

C O

N

TO

U R

L

IN

ES

(A

2)

AutoCAD SHX Text 6.69

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 13.80

AutoCAD SHX Text 14.00

AutoCAD SHX Text 14.20

AutoCAD SHX Text 14.40

AutoCAD SHX Text 14.20

AutoCAD SHX Text 11.00

AutoCAD SHX Text 12.00

AutoCAD SHX Text 13.00

AutoCAD SHX Text 14.00

AutoCAD SHX Text

%%UPROPOSED PLAN AT FINISHED ELEVATION

AutoCAD SHX Text

SCALE: 1:800

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

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

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

AutoCAD SHX Text

BOUNDARY LINE AND SECURITY FENCE

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text

RACH GOC CANAL

AutoCAD SHX Text A

AutoCAD SHX Text 10C-07

AutoCAD SHX Text A

AutoCAD SHX Text 10C-07

AutoCAD SHX Text B

AutoCAD SHX Text 10C-07

AutoCAD SHX Text B

AutoCAD SHX Text 10C-07

AutoCAD SHX Text C

AutoCAD SHX Text 10C-08

AutoCAD SHX Text C

AutoCAD SHX Text 10C-08

AutoCAD SHX Text

CENTER LINE OF CONTAINMENT BERM

AutoCAD SHX Text

CENTER LINE OF CONTAINMENT BERM

AutoCAD SHX Text

EXISTING CANAL

LO

N

G T

ER

M

S

TO

R

AG

E

AR

EA

C

R O

SS

S

EC

TI

O N

S

- I

R

EV

D

ES

C R

IP

TI

O N

D

AT

E

BY

C H

EC

KE

D

D

ES

IG

N

ED

D R

AW

N

AP

PR

O

VE

D

JA

C

/D G

S

SU

BM

IT

TA

L

D

AT

E:

Tr ig on A ss oc ia te s, ll c

P oy dr as S t., S te

N ew

O rle an s, L A w w w

.tr ig on as so ci at es

.c om en gi ne er in g

• c on su lti ng m an ag em en t

SHEET OF

PR

EP

AR

ED

FO

R

SC

AL

E:

DRAWING NO.

M

SL

AS

N

O

TE

D

R

AC

LH

N

BID SET

BI

D S

ET

/2 8/

LH

N D

EC

EM

BE

R

4, U

SA

ID

S

EC

O

N D

IN

TE

R

IM

M

EA

SU

R

ES

F

O R

D

IO

XI

N

R

EM

ED

IA

TI

O

N A

T

BI

EN

H

O A

AI

R

BA

SE

A R

EA

(I

M 2)

/0 4/

LH

N

A

A

A

B

B

B

10C-07

N O

TE

S

M O

D

IF

IE

D

(A 2)

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

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

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. 5. 15CM UNDERCUT OF TOPSOIL/ ORGANIC MATERIAL ACROSS LTSA, 15CM UNDERCUT OF TOPSOIL/ ORGANIC MATERIAL ACROSS LTSA, STOCKPILE IN AREA SHOWN ON 10C-02.

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

BASE GRADE

AutoCAD SHX Text

BASE GRADE

AutoCAD SHX Text

DITCH DR-A

AutoCAD SHX Text 15cm UNDERCUT

AutoCAD SHX Text 15cm UNDERCUT

AutoCAD SHX Text

STORAGE FOR EXISTING ORGANIC MATERIAL

AutoCAD SHX Text C-903

AutoCAD SHX Text C-918

AutoCAD SHX Text C-906

AutoCAD SHX Text C-900

AutoCAD SHX Text

DITCH DR-B

AutoCAD SHX Text C-921

AutoCAD SHX Text C-903

AutoCAD SHX Text C-900

AutoCAD SHX Text A

AutoCAD SHX Text 10C-04

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

HORIZONTAL 1:800 1:800 VERTICAL 1:2001:200

AutoCAD SHX Text 10C-05 10C-06

AutoCAD SHX Text B

AutoCAD SHX Text 10C-04

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text

HORIZONTAL 1:800 1:800 VERTICAL 1:2001:200

AutoCAD SHX Text 10C-05 10C-06

AutoCAD SHX Text 1 METER THICK SELECT FILL. REFERENCE SECTION 31 23 23 - FILL. NON-WOVEN GEOTEXTILE FABRIC > 25kN/m UNDER IM2 FILL AREA AND STORAGE FOR ORGANIC MATERIAL. IM2 STORAGE AREA COVER PER C-906. STORAGE FOR ORGANIC MATERIAL COVER PER SECTION 01 57 13, PARAGRAPH 3.05.F.1.

AutoCAD SHX Text

KEY NOTES

AutoCAD SHX Text

DITCH DR-B

AutoCAD SHX Text C-921

EV

D

ES

C R

IP

TI

O N

D

AT

E

BY

C H

EC

KE

D

D

ES

IG

N

ED

D R

AW

N

AP

PR

O

VE

D

JA

C

/D G

S

SU

BM

IT

TA

L

D

AT

E:

Tr ig on A ss oc ia te s, ll c

P oy dr as S t., S te

N ew

O rle an s, L A w w w

.tr ig on as so ci at es

.c om en gi ne er in g

• c on su lti ng m an ag em en t

SHEET OF

PR

EP

AR

ED

FO

R

SC

AL

E:

DRAWING NO.

M

SL

AS

N

O

TE

D

R

AC

LH

N

BID SET

BI

D S

ET

/2 8/

LH

N D

EC

EM

BE

R

4, U

SA

ID

S

EC

O

N D

IN

TE

R

IM

M

EA

SU

R

ES

F

O R

D

IO

XI

N

R

EM

ED

IA

TI

O

N A

T

BI

EN

H

O A

AI

R

BA

SE

A R

EA

(I

M 2)

/0 4/

LH

N

LO

N

G T

ER

M

S

TO

R

AG

E

AR

EA

C

R O

SS

S

EC

TI

O N

S

- I

I

A

A

B

B

10C-08

N O

TE

S

M O

D

IF

IE

D

(A 2)

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

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

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. 5. 15CM UNDERCUT OF TOPSOIL/ ORGANIC MATERIAL ACROSS LTSA, 15CM UNDERCUT OF TOPSOIL/ ORGANIC MATERIAL ACROSS LTSA, STOCKPILE IN AREA SHOWN ON 10C-02.

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

BASE GRADE

AutoCAD SHX Text

ACCESS ROAD TOP GRADE

AutoCAD SHX Text 15cm UNDERCUT

AutoCAD SHX Text

DITCH DR-B

AutoCAD SHX Text C-921

AutoCAD SHX Text C-903

AutoCAD SHX Text C-906

AutoCAD SHX Text C-900

AutoCAD SHX Text C

AutoCAD SHX Text 10C-04

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text

HORIZONTAL 1:800 1:800 VERTICAL 1:2001:200

AutoCAD SHX Text 10C-05 10C-06

AutoCAD SHX Text C-915

AutoCAD SHX Text 1 METER THICK SELECT FILL. REFERENCE SECTION 31 23 23 - FILL. NON-WOVEN GEOTEXTILE FABRIC > 25kN/m UNDER IM2 FILL AREA AND STORAGE FOR ORGANIC MATERIAL. IM2 STORAGE AREA COVER PER C-906. STORAGE FOR ORGANIC MATERIAL COVER PER SECTION 01 57 13, PARAGRAPH 3.05.F.1.

AutoCAD SHX Text

KEY NOTES

ST

AN

D

AR

D D

ET

AI

LS

I

R

EV

D

ES

C R

IP

TI

O N

D

AT

E

BY

C H

EC

KE

D

D

ES

IG

N

ED

D R

AW

N

AP

PR

O

VE

D

JA

C

/D G

S

SU

BM

IT

TA

L

D

AT

E:

Tr ig on A ss oc ia te s, ll c

P oy dr as S t., S te

N ew

O rle an s, L A w w w

.tr ig on as so ci at es

.c om en gi ne er in g

• c on su lti ng m an ag em en t

SHEET OF

PR

EP

AR

ED

FO

R

SC

AL

E:

DRAWING NO.

M

SL

AS

N

O

TE

D

R

AC

LH

N

BID SET

BI

D S

ET

/2 8/

LH

N O

C

TO

BE

R

8, U

SA

ID

S

EC

O

N D

IN

TE

R

IM

M

EA

SU

R

ES

F

O R

D

IO

XI

N

R

EM

ED

IA

TI

O

N A

T

BI

EN

H

O A

AI

R

BA

SE

A R

EA

(I

M 2)

GC-02

D

IM

EN

SI

O

N S

AD

D

ED

(A

2)

/0 4/

LH

N

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text 1.75:1

AutoCAD SHX Text 1.75:1

AutoCAD SHX Text

DESIGN GROUNDWATER ELEVATION

AutoCAD SHX Text

SECURITY FENCE

AutoCAD SHX Text

CAST-IN-PLACE CONCRETE DITCH WITH GEOCELL REINFORCEMENT

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text C-900

AutoCAD SHX Text

LTSA TYPICAL CROSS SECTION FINISHED STAGE AT THE WEST

AutoCAD SHX Text

LTSA TYPICAL CROSS SECTION FINISHED STAGE AT THE EAST

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text

DESIGN GROUNDWATER ELEVATION

AutoCAD SHX Text

SECURITY FENCE

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text 1.75:1

AutoCAD SHX Text 1.75:1

AutoCAD SHX Text C-903

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

GROUNDWATER MONITORING WELL

AutoCAD SHX Text C-909

AutoCAD SHX Text

LTSA BOTTOM ELEVATION

AutoCAD SHX Text 3%%%

AutoCAD SHX Text

TOP SOIL FOR NATIVE GRASS 15CM

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

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

CLEAN SOIL BACKFILLING 50CM

AutoCAD SHX Text

GEO-COMPOSITE DRAIN 8MM

AutoCAD SHX Text

CONTAMINATED SOIL/SEDIMENT

AutoCAD SHX Text

FUTURE COVER AND LINER DETAILS

AutoCAD SHX Text C-907

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

DESIGN GROUNDWATER ELEVATION

AutoCAD SHX Text C-924

AutoCAD SHX Text C-906

AutoCAD SHX Text C-921

AutoCAD SHX Text

BERM CL

AutoCAD SHX Text C-918

AutoCAD SHX Text C-924

AutoCAD SHX Text

TREE BUFFER

AutoCAD SHX Text 1.75:1

AutoCAD SHX Text 1.75:1

AutoCAD SHX Text

EXISTING GROUND LEVEL

AutoCAD SHX Text CONCRETE 20Mpa

AutoCAD SHX Text

CASING LID WITH LOCK

AutoCAD SHX Text

BLANK PVC PIPE D114

AutoCAD SHX Text

SCALE 1:25

AutoCAD SHX Text

%%UDETAIL"A"

AutoCAD SHX Text

PORCELAIN MARKER

AutoCAD SHX Text +H1

AutoCAD SHX Text

CASING LID WITH LOCK

AutoCAD SHX Text +H1

AutoCAD SHX Text

BENTONITE-CONCRETE MIX

AutoCAD SHX Text

BLANK PVC PIPE D114

AutoCAD SHX Text

BENTONITE SEAL

AutoCAD SHX Text

BLANK PVC PIPE D114

AutoCAD SHX Text +H2

AutoCAD SHX Text +H3

AutoCAD SHX Text +H4

AutoCAD SHX Text

SAND FILTER 0.5-1MM

AutoCAD SHX Text

DETAIL"A"

AutoCAD SHX Text

CONCRETE 20MPA

AutoCAD SHX Text

PORCELAIN MARKER

AutoCAD SHX Text

SCALE 1:60

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

TREE BUFFER

AutoCAD SHX Text C-906

AutoCAD SHX Text

LTSA BASE GRADE

AutoCAD SHX Text

GALVANIZED GABION

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE > 25KN/M> 25KN/M 25KN/M

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text

CONTAINMENT BERM

AutoCAD SHX Text

CONTAINMENT BERM

AutoCAD SHX Text

CONTAINMENT BERM

AutoCAD SHX Text

%%UCOVER AND LINER DIAGRAM

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

ZINC METAL PROTECTION CASING, 130, L=1000

AutoCAD SHX Text

SCREEEN PVC PIPE, SLOT SIZE 0.3MM, SPACING 1MM

AutoCAD SHX Text

ZINC METAL PROTECTION CASING, 130, L=1000

AutoCAD SHX Text CAST IN PLACE CONCRETE 20MPa WITH GEOCELL REINFORCEMENT

AutoCAD SHX Text 10 CM CEMENT CONCRETE 20MPa

AutoCAD SHX Text

WITH GEOCELL REINFORCEMENT

AutoCAD SHX Text

TABLE ELEVATION OF GROUNDWATER MONITORING WELL

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text H2

AutoCAD SHX Text H3

AutoCAD SHX Text H4

AutoCAD SHX Text 10.09

AutoCAD SHX Text 7.00

AutoCAD SHX Text 6.72

AutoCAD SHX Text 4.74

AutoCAD SHX Text 4.82

AutoCAD SHX Text 5.33

AutoCAD SHX Text 0.09

AutoCAD SHX Text -3.00

AutoCAD SHX Text -3.28

AutoCAD SHX Text -5.26

AutoCAD SHX Text -5.18

AutoCAD SHX Text -4.67

AutoCAD SHX Text -0.91

AutoCAD SHX Text -4.00

AutoCAD SHX Text -4.28

AutoCAD SHX Text -6.26

AutoCAD SHX Text -6.18

AutoCAD SHX Text -5.67

AutoCAD SHX Text -4.91

AutoCAD SHX Text -8.00

AutoCAD SHX Text -8.28

AutoCAD SHX Text -10.26

AutoCAD SHX Text -11.18

AutoCAD SHX Text -10.60

AutoCAD SHX Text

NAME

AutoCAD SHX Text

10MW-01

AutoCAD SHX Text

10MW-02

AutoCAD SHX Text

10MW-03

AutoCAD SHX Text

10MW-04

AutoCAD SHX Text

20MW-01

AutoCAD SHX Text

20MW-02

AutoCAD SHX Text

ELEVATIONS

AutoCAD SHX Text

RIPRAP

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

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

CAST-IN-PLACE CONCRETE DITCH WITH GEOCELL REINFORCEMENT

AutoCAD SHX Text CAST-IN-PLACE CONCRETE 20MPa BERM LINER WITH GEOCELL REINFORCEMENT 10 CM

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

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

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER (1.5MM)

AutoCAD SHX Text C-906

AutoCAD SHX Text

EXISTING GROUND LEVEL

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text

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.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

1. MAINTAIN 5M TREE BUFFER WHERE EXISTING TREES ARE NOT DISTURBED MAINTAIN 5M TREE BUFFER WHERE EXISTING TREES ARE NOT DISTURBED DUE TO GRADING. PLANT 1 ROW OF TREES WHERE EXISTING TREE BUFFER REQUIRES REMOVAL, AS PER SECTION 32 93 00.

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text

1. MAINTAIN 5M TREE BUFFER WHERE EXISTING TREES ARE NOT DISTURBED MAINTAIN 5M TREE BUFFER WHERE EXISTING TREES ARE NOT DISTURBED DUE TO GRADING. PLANT 1 ROW OF TREES WHERE EXISTING TREE BUFFER REQUIRES REMOVAL, AS PER SECTION 32 93 00.

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text

CONTAINMENT BERM

AutoCAD SHX Text

SOIL ANCHOR

AutoCAD SHX Text

SOIL ANCHOR

AutoCAD SHX Text

SOIL ANCHOR

AutoCAD SHX Text

DESIGN GROUNDWATER ELEVATION

AutoCAD SHX Text

IMPORTED SOIL

AutoCAD SHX Text

IMPORTED SOIL

AutoCAD SHX Text

SOIL ANCHOR

User Polygon

HCTS

Asphalt road

Sewer grass grass grass grass acacia acacia acacia

5.467

TBM-2

H

IG

H C

O N

C

EN

TR

AT

IO

N

T

EM

PO

R

AR

Y

ST

O

R

AG

E

PR

O

PO

SE

D

P

LA

N A

T

FI

N

IS

H

ED

E

LE

VA

TI

O N

R

EV

D

ES

C R

IP

TI

O N

D

AT

E

BY

C H

EC

KE

D

D

ES

IG

N

ED

D R

AW

N

AP

PR

O

VE

D

JA

C

/D G

S

SU

BM

IT

TA

L

D

AT

E:

Tr ig on A ss oc ia te s, ll c

P oy dr as S t., S te

N ew

O rle an s, L A w w w

.tr ig on as so ci at es

.c om en gi ne er in g

• c on su lti ng m an ag em en t

SHEET OF

PR

EP

AR

ED

FO

R

SC

AL

E:

DRAWING NO.

M

SL

AS

N

O

TE

D

R

AC

LH

N

BID SET

BI

D S

ET

/2 8/

LH

N D

EC

EM

BE

R

4, U

SA

ID

S

EC

O

N D

IN

TE

R

IM

M

EA

SU

R

ES

F

O R

D

IO

XI

N

R

EM

ED

IA

TI

O

N A

T

BI

EN

H

O A

AI

R

BA

SE

A R

EA

(I

M 2)

/0 4/

LH

N

20C-02

A

B

C

D

E

A

A

A

B

B

C

C

D

D

E

E

CO

NC

RE

TE

B

LO

CK

S

RE

MO

VE

D

(A 3)

BI

D

S

ET

BI

D

S

ET

C O

N C

R

ET

E

BL

O C

KS

EM

O

VE

D (A

2)

AutoCAD SHX Text 5.25

AutoCAD SHX Text 5.50

AutoCAD SHX Text 5.75

AutoCAD SHX Text 6.50

AutoCAD SHX Text 5.50

AutoCAD SHX Text 5.50

AutoCAD SHX Text 5.75

AutoCAD SHX Text 6.00

AutoCAD SHX Text 7.25

AutoCAD SHX Text 7.00

AutoCAD SHX Text 6.75

AutoCAD SHX Text 6.50

AutoCAD SHX Text 6.00

AutoCAD SHX Text 5.75

AutoCAD SHX Text 6.50

AutoCAD SHX Text 6.75

AutoCAD SHX Text 7.00

AutoCAD SHX Text 7.25

AutoCAD SHX Text 3.50

AutoCAD SHX Text 3.50

AutoCAD SHX Text 4.00

AutoCAD SHX Text 3.75

AutoCAD SHX Text 5.00

AutoCAD SHX Text 4.75

AutoCAD SHX Text 4.50

AutoCAD SHX Text 4.25

AutoCAD SHX Text 4.00

AutoCAD SHX Text 3.75

AutoCAD SHX Text 3.75

AutoCAD SHX Text 3.75

AutoCAD SHX Text 5.00

AutoCAD SHX Text 5.00

AutoCAD SHX Text 5.00

AutoCAD SHX Text 5.00

AutoCAD SHX Text 5.00

AutoCAD SHX Text 6.25

AutoCAD SHX Text 5.00

AutoCAD SHX Text 3.75

AutoCAD SHX Text 6.00

AutoCAD SHX Text 5.500

AutoCAD SHX Text 5.00000

AutoCAD SHX Text 5.500

AutoCAD SHX Text

MW

AutoCAD SHX Text

MW

AutoCAD SHX Text

20MW-01

AutoCAD SHX Text

20MW-02

AutoCAD SHX Text -9+84.25

AutoCAD SHX Text -11+48.29

AutoCAD SHX Text 6.00

AutoCAD SHX Text 6.40

AutoCAD SHX Text 6.80

AutoCAD SHX Text 7.20

AutoCAD SHX Text 7.60

AutoCAD SHX Text 6.20

AutoCAD SHX Text 6.60

AutoCAD SHX Text 7.00

AutoCAD SHX Text 7.40

AutoCAD SHX Text 6.40

AutoCAD SHX Text 6.60

AutoCAD SHX Text 6.80

AutoCAD SHX Text 6.60

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

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

EXISTING BERM

AutoCAD SHX Text

AREA USED BY OTHERS

AutoCAD SHX Text

EXISTING ACCESS ROAD

AutoCAD SHX Text

%%UPROPOSED PLAN AT FINISHED ELEVATION

AutoCAD SHX Text

SCALE: 1:400

AutoCAD SHX Text

HORIZONTAL CONTROL

AutoCAD SHX Text

HIGH CONCENTRATION TEMPORARY STORAGE AREA

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

HORIZONTAL CONTROL POINT

AutoCAD SHX Text

20MW-01

AutoCAD SHX Text

20MW-02

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text 1212894.693

AutoCAD SHX Text 1213011.068

AutoCAD SHX Text

EASTING

AutoCAD SHX Text 396839.507

AutoCAD SHX Text 396766.545

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text 4.82

AutoCAD SHX Text 5.39

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

KEY NOTES

AutoCAD SHX Text

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. 2. ALL COORDINATES ARE IN METERS AND RELATIVE TO ALL COORDINATES ARE IN METERS AND RELATIVE TO VIETNAMESE COORDINATE SYSTEM VN2000, DONGNAI PROVINCE MERIDIAN 107°45'00", PROJECTION 3°, BASED ON TEMPORARY BENCHMARK NAMED TBM-2. 3. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. 4. IN THE EVENT OF WATER PONDING ON-SITE, CONTRACTOR IN THE EVENT OF WATER PONDING ON-SITE, CONTRACTOR SHALL PUMP AND SPRAY WATER OVER UNLINED AREAS.

AutoCAD SHX Text CONTRACTOR TO INSTALL NEW HDPE LINER OVER EXISTING LINER AND INSTALL NON-WOVEN GEOTEXTILE ABOVE NEW HDPE LINER. CONTRACTOR TO REMOVE LEACHATE PIPING PROTRUSIONS AND PLUG PRIOR TO INSTALLATION OF NEW HDPE LINER. CONTRACTOR TO REMOVE ALL MATERIAL THAT CAN PENETRATE LINER PRIOR TO INSTALLATION OF NEW HDPE LINER. CONTRACTOR SHALL INSTALL TWO MONITORING WELLS WEST OF THE HCTS AT LOCATIONS DIRECTED BY THE ENGINEER. LOCATIONS SHOWN ON PLAN ARE APPROXIMATE. CONTRACTOR SHALL GRADE THE AREA BETWEEN BERM AND ROADWAY FOR POSITIVE DRAINAGE INTO DITCH CONSTRUCTED AS PART OF IM1.

AutoCAD SHX Text C-909

AutoCAD SHX Text

GROUND WATER MONITORING WELL

AutoCAD SHX Text C-909

AutoCAD SHX Text

GROUND WATER MONITORING WELL

AutoCAD SHX Text B

AutoCAD SHX Text 20C-03

AutoCAD SHX Text B

AutoCAD SHX Text 20C-03

AutoCAD SHX Text A

AutoCAD SHX Text 20C-03

AutoCAD SHX Text A

AutoCAD SHX Text 20C-03

H

IG

H C

O N

C

EN

TR

AT

IO

N

T

EM

PO

R

AR

Y

ST

O

R

AG

E

PR

O

FI

LE

S

FR

O

M E

LE

VA

TI

O

N

R

EV

D

ES

C R

IP

TI

O N

D

AT

E

BY

C H

EC

KE

D

D

ES

IG

N

ED

D R

AW

N

AP

PR

O

VE

D

JA

C

/D G

S

SU

BM

IT

TA

L

D

AT

E:

Tr ig on A ss oc ia te s, ll c

P oy dr as S t., S te

N ew

O rle an s, L A w w w

.tr ig on as so ci at es

.c om en gi ne er in g

• c on su lti ng m an ag em en t

SHEET OF

PR

EP

AR

ED

FO

R

SC

AL

E:

DRAWING NO.

M

SL

AS

N

O

TE

D

R

AC

LH

N

BID SET

BI

D S

ET

/2 8/

LH

N O

C

TO

BE

R

8, U

SA

ID

S

EC

O

N D

IN

TE

R

IM

M

EA

SU

R

ES

F

O R

D

IO

XI

N

R

EM

ED

IA

TI

O

N A

T

BI

EN

H

O A

AI

R

BA

SE

A R

EA

(I

M 2)

20C-03

AutoCAD SHX Text

SECURE CABLE TIES D3MM, @5M

AutoCAD SHX Text

EXISTING BERM

AutoCAD SHX Text

HIGH CONCENTRATION MATERIAL

AutoCAD SHX Text

EXISTING HDPE

AutoCAD SHX Text i%%%

AutoCAD SHX Text i%%%

AutoCAD SHX Text 1V : 5H

AutoCAD SHX Text +7.45

AutoCAD SHX Text +7.75

AutoCAD SHX Text

SECURE CABLE TIES D3MM, @5M

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U25 kN/m

AutoCAD SHX Text

NEW HDPE LINER 1.5MM THICK

AutoCAD SHX Text

EXISTING HDPE LINER

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER 1.5MM

AutoCAD SHX Text

EXISTING BERM

AutoCAD SHX Text

HIGH CONCENTRATION MATERIAL

AutoCAD SHX Text i%%%

AutoCAD SHX Text

SECURE CABLE TIES D3MM, @5M

AutoCAD SHX Text i%%%

AutoCAD SHX Text 1V : 5H

AutoCAD SHX Text

EXISTING HDPE

AutoCAD SHX Text +6.16

AutoCAD SHX Text +5.86

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER 1.5MM

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U25 kN/m

AutoCAD SHX Text

NEW HDPE LINER 1.5MM THICK

AutoCAD SHX Text

EXISTING HDPE LINER

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

DOUBLE-SIDE TEXTURED HDPE LINER 1.5MM

AutoCAD SHX Text NON-WOVEN GEOTEXTILE %%U>%%U25 kN/m

AutoCAD SHX Text

EXISTING BERM

AutoCAD SHX Text

EXISTING BERM

AutoCAD SHX Text

HIGH CONCENTRATION MATERIAL

AutoCAD SHX Text

SECURE CABLE TIES D3MM, @5M

AutoCAD SHX Text

NEW HDPE LINER 1.5MM THICK

AutoCAD SHX Text

EXISTING HDPE LINER

AutoCAD SHX Text 1V : 5H

AutoCAD SHX Text 1V : 5H

AutoCAD SHX Text

50KG SANDBAGS

AutoCAD SHX Text +6.33

AutoCAD SHX Text +7.03

AutoCAD SHX Text +7.33

AutoCAD SHX Text +6.63

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

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 A

AutoCAD SHX Text 20C-02

AutoCAD SHX Text

SECTION A

AutoCAD SHX Text

HORIZONTAL 1:50 1:50 VERTICAL 1:501:50

AutoCAD SHX Text A

AutoCAD SHX Text 20C-02

AutoCAD SHX Text

SECTION A CONTINUED

AutoCAD SHX Text B

AutoCAD SHX Text 20C-02

AutoCAD SHX Text

SECTION B

AutoCAD SHX Text

HORIZONTAL 1:50 1:50 VERTICAL 1:501:50

AutoCAD SHX Text

MATCHLINE STA A-A

AutoCAD SHX Text

MATCHLINE STA A-A

AutoCAD SHX Text

HORIZONTAL 1:50 1:50 VERTICAL 1:501:50

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