J.8-30_Roadways.pdf

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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 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 civil works for dioxin remediation at Bien Hoa Airbase Area and has an estimated total bid value of over $50 million. Interested offerors must attend the mandatory virtual site walk on December 1, 2021 and submit any questions by December 17, 2021. Bids are due by February 11, 2022 and will be opened virtually on February 16, 2022. The award will be a fixed-price contract in accordance with FAR Part 14 and include options in accordance with FAR Part 17, subject to availability of funds. Only US and Vietnamese firms registered in SAM are eligible to participate. The successful bidder must have required construction licenses and registrations issued by relevant Vietnamese ministries.

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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:

LE THI THANH THUY

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.8

30 ROADWAYS

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 11

IFB ATTACHMENT J.8

30 ROADWAYS

COVER

30G-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:

LE THI THANH THUY

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.8

30 ROADWAYS

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 13

INDEX OF SHEETS

30G-02

11+032

0+000

0+500 1+

1+500

2+000

2+500

3+000

3+500

4+

4+

5+000 5+5

6+00

6+

7+000 7+5

8+000 8+500 9+000

9+500

+0

10+50011+000

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AeccDbSam pleLine (Aec cLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSam pleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSamp leLine (AeccLand130)

AeccDbSampleLine (AeccLand130)AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

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AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSa mpleLine (AeccLand 130)

AeccDbSampleLi ne (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLi ne (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDb Sample Line (AeccLand 130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSam pleLine (AeccLand130)

AeccDbSam pleLine (Aec cLand130)

AeccDbSampleLi ne (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSa mpleLine (AeccLan d130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLi ne (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)Aec cDbS a m p leLine (AeccLa nd 130) AeccDbSampleLine (AeccLand130)AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

AeccDbSampleLine (AeccLand130)

A

C

D

A C

A

C

CA

B B

B

ABC

C

B C

A C

AB

B C C

B A

A

BC

C1

A1

B1

A1

REV

BẢN

DES CRIPT ION

Đ IỀU CHỈNH

DAT E

NGÀY

BY

BỞI

PREPARED FOR

CHỦ Đ ẦU T Ư

A&E BIEN HOA CONT RACT OR

NHÀ T HẦU T V&T K BIÊN HÒA

T rigon Associa tes, IIc1515 Poydra s S t., S te 2200 New Orlea ns, LA 70112 www.trigona ssocia tes.com

ENGINEERING CONS U LT ING MANAGEMENT

PREPARED BY

NGƯ ỜI T HỰC HIỆN

CHECK ED BY

NGƯ ỜI K IỂM T RA

DES IGNER OF RECORD

CHỦ NHIỆM T HIẾT K Ế

PROJECT NAME/ T ÊN DỰ ÁN

PRELIMINARY

IT EM/ HẠNG MỤC

IFB AT T ACHMENT J.8

30 ROADW AY S

DRAW ING T IT LE/ T ÊN BẢN VẼ:

ROADW AY S - PLAN

DAT E/ NGÀY S IZ E/ K HỔ S CALE/ T Ỉ LỆ

AS NOT ED

DRAW ING NO/ BẢN VẼ S Ố S HEET

T Ờ

OF

CỦA 11

A315-Nov-2021

DIOX IN REMEDIATION AT BIEN HOA

AIRBAS E AREA PROJECT - PHAS E 1

DỰ ÁN X Ử LÝ Ô NHIỄM DIOX IN K HU VỰC

S ÂN BAY BIÊN HÒA - GIAI Đ OẠN 1

PHAN T HANH LU AN

LE T HI T HANH T HU Y

LIS BET H HABANS NAGRAT H

GATE 3

§̈¦G

GATE 2

§̈¦G

BLUE GATE

LTSA

G

UCDDA

PRE-TREATMENT STORAGE AREA (PTSA)

FENCING TO BE CONSTRUCTED

G G

G TREATED MATERIAL STORAGE AREA (TMSA)

G

G

NW-04

G

NW-03

NF-04

NE-07

G

NE-08

NE-15

NE-09

NE-11 NE-12

G

G

ZT-02

SW-07

DONRE-A2

PI-15

G

PI-12

DONRE-A1 G

PI-02

LEGEND

§̈¦G AIRBAS E GAT E

AIRBAS E BOU NDARY

DECIS ION U NIT BOU NDARY (DU S )

LT S A BOU NDARY

HCT S / HCS A

LCS A

U CDDA

Y EAR 2 DRY S EAS ON

Y EAR 3 DRY S EAS ON

Y EAR 4 DRY S EAS ON (OPTION)

AREAS TO BE EXVACATED

EX IS T ING FENCING

FENCING TO BE CONS T RU CT ED AT T REATMENT AREA

PRE-T REATMENT S TORAGE AREA (PT S A)

ROAD TO BE U PGRADED AND MAINTAINED

ROAD TO BE RECONS T RU CT ED AND MAINTAINED

ROAD TO BE MAINTAINED

(REPAIRED/ RECONS T RU CT ED)

T REATED MATERIAL S T ORAGE AREA (TMS A)

k kkk kkk kkk kk

GU ARD S HACK

OFF-BAS E T EMPORARY S T EEL FENCING

GATE 10

§̈¦G

G

A1 B1 C1

D

A1 B1

B3

B1 B2

A2

A1

B1

C1

D

E

T HIS DOCU MENT IS PRELIMINARY AND IS

NOT INT ENDED FOR CONS T RU CT ION, OR

PERMIT PU RPOS ES

ENGINEER: LIS BET H HABANS NAGRAT H

LOU IS IANA LICENS E NO. 36792

300 0 300150 M

PROJECTION:

VN-2000, CENT RAL MERIDIAN 1070 45', 3 DEGREE

SCALE: 1:5,000

GATE 1§̈¦G

- LT S A: LONG-T ERM S T ORAGE AREA

- LCS A: LOW CONCENT RAT ION S T ORAGE AREA

- HCS A: HIGH CONCENT RAT ION S T ORAGE AREA

- HCT S : HIGH CONCENT RAT ION T EMPORARY S T ORAGE

- U CDDA: U NCONTAMINAT ED CONS T RU CT ION DEBRIS

DIS POS AL AREA

KEY NOTE/ GHI CHÚ:

330C-01

### HCTS

HCSA

LCSA

E

GG

GG

&&C-3005

&&C-3005

GG

&&C-3005

GG

&&C-3005

GG

&&C-3005

GG

&&C-3005

GG

&&C-3005

GG

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&&C-3005

Y EAR 1 DRY S EAS ON

PAS S ING AREA

C5-2

C6-2

C7-2

C8-2

C9-2

C10-2

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

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.8

30 ROADWAYS

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 11

ROADWAY - SW-07 ROAD SECTION

PLAN AND PROFILE

PROFILE VIEW

HORIZONTAL SCALE: 1:500

VERTICAL SCALE: 1:100

PLAN VIEW

SCALE: 1:500

30C-02 04

AutoCAD SHX Text

ELEVATION (METERS)

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STATION (METERS)

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EXISTING GRADE ELEV (M)

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DESIGN ELEV (M)

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GRADE

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STAKE NAME

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TD1

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AutoCAD SHX Text P1

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TC1

AutoCAD SHX Text 35A

AutoCAD SHX Text

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AutoCAD SHX Text 0+37.98

AutoCAD SHX Text 0+70.21

AutoCAD SHX Text 1+02.44

AutoCAD SHX Text 32A

AutoCAD SHX Text 33A

AutoCAD SHX Text 11.43

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AutoCAD SHX Text 11.64

AutoCAD SHX Text 11.63

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AutoCAD SHX Text 11.67

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AutoCAD SHX Text 11.26

AutoCAD SHX Text 11.48

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AutoCAD SHX Text 11.63

AutoCAD SHX Text 11.68

AutoCAD SHX Text 11.73

AutoCAD SHX Text 11.78

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AutoCAD SHX Text 11.69

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AutoCAD SHX Text 11.26

AutoCAD SHX Text 11.43

AutoCAD SHX Text 0+50.30

AutoCAD SHX Text 0+90.07

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DESIGN ELEVATION

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AutoCAD SHX Text 0.50%%%

AutoCAD SHX Text 1.30%%%

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BVCS: 0+76.34

AutoCAD SHX Text

BVCE: 7.18

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EVCS: 1+03.44

AutoCAD SHX Text

EVCE: 6.88

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AutoCAD SHX Text 10.00

AutoCAD SHX Text 11.00

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AutoCAD SHX Text 13.00

AutoCAD SHX Text 14.00

AutoCAD SHX Text 10.00

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AutoCAD SHX Text 13.00

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AutoCAD SHX Text 0+00

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AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+80

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+20

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AutoCAD SHX Text 0+00

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AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+80

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+20

AutoCAD SHX Text 1+40

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STATION (METERS)

AutoCAD SHX Text 1+23.66

AutoCAD SHX Text 0+37.98

AutoCAD SHX Text 0+70.21

AutoCAD SHX Text 1+02.44

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AutoCAD SHX Text 0+90.07

AutoCAD SHX Text 0+50.30

AutoCAD SHX Text

ELEVATION (METERS)

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AutoCAD SHX Text

TD1

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AutoCAD SHX Text h8

AutoCAD SHX Text p4

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AutoCAD SHX Text tc1

AutoCAD SHX Text 35a

AutoCAD SHX Text

AutoCAD SHX Text

PC: 1+02.44

AutoCAD SHX Text Mid: 0+70.21

AutoCAD SHX Text

PT: 0+37.98

AutoCAD SHX Text A=97d55'4.1'' R=45.00

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AutoCAD SHX Text K=64.47 P=14.66

AutoCAD SHX Text L1=27.00 L2=27.00

AutoCAD SHX Text Isc=5.00 W=2.80

AutoCAD SHX Text

ROADWAY - SW-07 ROAD CENTERLINE

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EXISTING ROAD

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EXISTING ROAD

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BP: 0+20.00

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EP: 1+40.00

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HORIZONTAL CONTROL

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ROADWAY - SW-07 ROAD

AutoCAD SHX Text

HORIZONTAL CONTROL POINT

AutoCAD SHX Text

SW07_30

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SW07_31

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SW07_32

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SW07_32A

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SW07_33

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SW07_33A

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SW07_35A

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SW07_35

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SW07_36

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SW07_H8

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SW07_P4

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SW07_TC4

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SW07_TD4

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text 1212551.090

AutoCAD SHX Text 1212545.600

AutoCAD SHX Text 1212540.154

AutoCAD SHX Text 1212538.938

AutoCAD SHX Text 1212548.272

AutoCAD SHX Text 1212555.255

AutoCAD SHX Text 1212563.536

AutoCAD SHX Text 1212581.800

AutoCAD SHX Text 1212585.143

AutoCAD SHX Text 1212600.092

AutoCAD SHX Text 1212539.939

AutoCAD SHX Text 1212543.190

AutoCAD SHX Text 1212565.742

AutoCAD SHX Text 1212540.666

AutoCAD SHX Text

EASTING

AutoCAD SHX Text 397264.953

AutoCAD SHX Text 397245.721

AutoCAD SHX Text 397226.478

AutoCAD SHX Text 397216.270

AutoCAD SHX Text 397188.643

AutoCAD SHX Text 397181.409

AutoCAD SHX Text 397175.974

AutoCAD SHX Text 397167.827

AutoCAD SHX Text 397166.349

AutoCAD SHX Text 397159.740

AutoCAD SHX Text 397206.643

AutoCAD SHX Text 397196.988

AutoCAD SHX Text 397174.926

AutoCAD SHX Text 397228.436

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

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.8

30 ROADWAYS

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 11

ROADWAY - SW-07 ROAD SECTION

CROSS SECTION - 1

1:200

30C-03 05

AutoCAD SHX Text 11.48

AutoCAD SHX Text 11.61

AutoCAD SHX Text 4.68

AutoCAD SHX Text 11.54

AutoCAD SHX Text 1.15

AutoCAD SHX Text 11.26

AutoCAD SHX Text 6.17

AutoCAD SHX Text 11.37

AutoCAD SHX Text 4.00

AutoCAD SHX Text 11.37

AutoCAD SHX Text 11.37

AutoCAD SHX Text 11.37

AutoCAD SHX Text 11.39

AutoCAD SHX Text 11.39

AutoCAD SHX Text 10.94

AutoCAD SHX Text 11.52

AutoCAD SHX Text 11.51

AutoCAD SHX Text 3.82

AutoCAD SHX Text 11.30

AutoCAD SHX Text 2.46

AutoCAD SHX Text 11.29

AutoCAD SHX Text 0.67

AutoCAD SHX Text 11.10

AutoCAD SHX Text 1.01

AutoCAD SHX Text 11.18

AutoCAD SHX Text 4.05

AutoCAD SHX Text 11.53

AutoCAD SHX Text 1.23

AutoCAD SHX Text 11.51

AutoCAD SHX Text 1.24

AutoCAD SHX Text 11.49

AutoCAD SHX Text 1.54

AutoCAD SHX Text 11.35

AutoCAD SHX Text 1.41

AutoCAD SHX Text 11.20

AutoCAD SHX Text 2.27

AutoCAD SHX Text 11.30

AutoCAD SHX Text 2.17

AutoCAD SHX Text 11.30

AutoCAD SHX Text 0.14

AutoCAD SHX Text 11.58

AutoCAD SHX Text 11.58

AutoCAD SHX Text 0.36

AutoCAD SHX Text 11.62

AutoCAD SHX Text 2.93

AutoCAD SHX Text 11.63

AutoCAD SHX Text 0.35

AutoCAD SHX Text 11.46

AutoCAD SHX Text 0.79

AutoCAD SHX Text 11.30

AutoCAD SHX Text 2.73

AutoCAD SHX Text 11.30

AutoCAD SHX Text 2.00

AutoCAD SHX Text 11.21

AutoCAD SHX Text 2.17

AutoCAD SHX Text 11.21

AutoCAD SHX Text 0.67

AutoCAD SHX Text 11.58

AutoCAD SHX Text 0.24

AutoCAD SHX Text 11.56

AutoCAD SHX Text 1.35

AutoCAD SHX Text 11.53

AutoCAD SHX Text 2.34

AutoCAD SHX Text 11.46

AutoCAD SHX Text 0.79

AutoCAD SHX Text 11.19

AutoCAD SHX Text 3.35

AutoCAD SHX Text 11.18

AutoCAD SHX Text 1.24

AutoCAD SHX Text 11.15

AutoCAD SHX Text 0.69

AutoCAD SHX Text 11.60

AutoCAD SHX Text 11.60

AutoCAD SHX Text 0.35

AutoCAD SHX Text 11.62

AutoCAD SHX Text 1.36

AutoCAD SHX Text 11.71

AutoCAD SHX Text 3.43

AutoCAD SHX Text 11.64

AutoCAD SHX Text 0.88

AutoCAD SHX Text 11.52

AutoCAD SHX Text 1.68

AutoCAD SHX Text 11.26

AutoCAD SHX Text 4.29

AutoCAD SHX Text 11.59

AutoCAD SHX Text 0.83

AutoCAD SHX Text 11.51

AutoCAD SHX Text 3.07

AutoCAD SHX Text 11.24

AutoCAD SHX Text 3.20

AutoCAD SHX Text 11.16

AutoCAD SHX Text 0.66

AutoCAD SHX Text 11.16

AutoCAD SHX Text 0.45

AutoCAD SHX Text 11.19

AutoCAD SHX Text 1.80

AutoCAD SHX Text 11.64

AutoCAD SHX Text 11.64

AutoCAD SHX Text 0.20

AutoCAD SHX Text 11.67

AutoCAD SHX Text 0.90

AutoCAD SHX Text 11.64

AutoCAD SHX Text 3.81

AutoCAD SHX Text 11.68

AutoCAD SHX Text 2.40

AutoCAD SHX Text 11.64

AutoCAD SHX Text 0.81

AutoCAD SHX Text 11.49

AutoCAD SHX Text 3.88

AutoCAD SHX Text 11.55

AutoCAD SHX Text 3.35

AutoCAD SHX Text 11.39

AutoCAD SHX Text 1.48

AutoCAD SHX Text 11.22

AutoCAD SHX Text 1.70

AutoCAD SHX Text 11.18

AutoCAD SHX Text 2.88

AutoCAD SHX Text 11.17

AutoCAD SHX Text 0.54

AutoCAD SHX Text 11.17

AutoCAD SHX Text 0.04

AutoCAD SHX Text 11.51

AutoCAD SHX Text 11.52

AutoCAD SHX Text 2.71

AutoCAD SHX Text 11.51

AutoCAD SHX Text 2.22

AutoCAD SHX Text 11.29

AutoCAD SHX Text 3.08

AutoCAD SHX Text 11.26

AutoCAD SHX Text 0.89

AutoCAD SHX Text 11.10

AutoCAD SHX Text 3.10

AutoCAD SHX Text 11.57

AutoCAD SHX Text 3.59

AutoCAD SHX Text 11.58

AutoCAD SHX Text 11.58

AutoCAD SHX Text 11.58

AutoCAD SHX Text 11.59

AutoCAD SHX Text 11.33

AutoCAD SHX Text 11.31

AutoCAD SHX Text 11.44

AutoCAD SHX Text 0.00

AutoCAD SHX Text 2.69%%%

AutoCAD SHX Text 2.68%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 1:3

AutoCAD SHX Text 3.12

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.42

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.48

AutoCAD SHX Text 3.08

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.42

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.42

AutoCAD SHX Text 0.06

AutoCAD SHX Text 11.48

AutoCAD SHX Text 11.57

AutoCAD SHX Text 11.53

AutoCAD SHX Text 11.53

AutoCAD SHX Text 11.13

AutoCAD SHX Text 11.13

AutoCAD SHX Text 11.53

AutoCAD SHX Text 11.53

AutoCAD SHX Text 11.40

AutoCAD SHX Text 11.36

AutoCAD SHX Text 11.36

AutoCAD SHX Text 10.96

AutoCAD SHX Text 10.96

AutoCAD SHX Text 11.36

AutoCAD SHX Text 11.36

AutoCAD SHX Text 11.38

AutoCAD SHX Text w1=1.40

AutoCAD SHX Text ip1=2.00%%%

AutoCAD SHX Text it1=-1.50%%%

AutoCAD SHX Text R=45.00

AutoCAD SHX Text 0.06

AutoCAD SHX Text 1.50%%%

AutoCAD SHX Text 2%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 4.40

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.42

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 1.00

AutoCAD SHX Text 1.02

AutoCAD SHX Text 3.00

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.42

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.41

AutoCAD SHX Text 11.57

AutoCAD SHX Text 11.64

AutoCAD SHX Text 11.60

AutoCAD SHX Text 11.60

AutoCAD SHX Text 11.20

AutoCAD SHX Text 11.20

AutoCAD SHX Text 11.60

AutoCAD SHX Text 11.60

AutoCAD SHX Text 11.26

AutoCAD SHX Text 11.51

AutoCAD SHX Text 11.47

AutoCAD SHX Text 11.47

AutoCAD SHX Text 11.07

AutoCAD SHX Text 11.07

AutoCAD SHX Text 11.47

AutoCAD SHX Text 11.47

AutoCAD SHX Text 11.33

AutoCAD SHX Text w1=1.61

AutoCAD SHX Text ip1=2.02%%%

AutoCAD SHX Text it1=-2.02%%%

AutoCAD SHX Text R=45.00

AutoCAD SHX Text 0.06

AutoCAD SHX Text 2.02%%%

AutoCAD SHX Text 2.02%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 4.61

AutoCAD SHX Text 1.00

AutoCAD SHX Text 3.00

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.42

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.79

AutoCAD SHX Text 11.58

AutoCAD SHX Text 11.67

AutoCAD SHX Text 11.52

AutoCAD SHX Text 11.48

AutoCAD SHX Text 11.48

AutoCAD SHX Text 11.08

AutoCAD SHX Text 11.08

AutoCAD SHX Text 11.48

AutoCAD SHX Text 11.48

AutoCAD SHX Text 11.22

AutoCAD SHX Text w1=2.68

AutoCAD SHX Text ip1=4.70%%%

AutoCAD SHX Text it1=-4.70%%%

AutoCAD SHX Text R=45.00

AutoCAD SHX Text 0.05

AutoCAD SHX Text 4.70%%%

AutoCAD SHX Text 4.70%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 5.68

AutoCAD SHX Text 1.00

AutoCAD SHX Text 3.00

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.42

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.57

AutoCAD SHX Text 11.63

AutoCAD SHX Text 11.90

AutoCAD SHX Text 11.49

AutoCAD SHX Text 11.45

AutoCAD SHX Text 11.45

AutoCAD SHX Text 11.05

AutoCAD SHX Text 11.05

AutoCAD SHX Text 11.45

AutoCAD SHX Text 11.45

AutoCAD SHX Text 11.26

AutoCAD SHX Text w1=2.80

AutoCAD SHX Text ip1=5.00%%%

AutoCAD SHX Text it1=-5.00%%%

AutoCAD SHX Text R=45.00

AutoCAD SHX Text 0.08

AutoCAD SHX Text 5%%%

AutoCAD SHX Text 5%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 5.80

AutoCAD SHX Text 1.00

AutoCAD SHX Text 3.00

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.42

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.91

AutoCAD SHX Text 11.68

AutoCAD SHX Text 11.97

AutoCAD SHX Text 11.93

AutoCAD SHX Text 11.53

AutoCAD SHX Text 11.49

AutoCAD SHX Text 11.49

AutoCAD SHX Text 11.09

AutoCAD SHX Text 11.09

AutoCAD SHX Text 11.49

AutoCAD SHX Text 11.49

AutoCAD SHX Text 11.19

AutoCAD SHX Text w1=2.80

AutoCAD SHX Text ip1=5.00%%%

AutoCAD SHX Text it1=-5.00%%%

AutoCAD SHX Text R=45.00

AutoCAD SHX Text 0.09

AutoCAD SHX Text 5%%%

AutoCAD SHX Text 5%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 5.80

AutoCAD SHX Text 1.00

AutoCAD SHX Text 3.00

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.42

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 1.00

AutoCAD SHX Text 1.02

AutoCAD SHX Text 11.73

AutoCAD SHX Text 12.02

AutoCAD SHX Text 11.98

AutoCAD SHX Text 11.58

AutoCAD SHX Text 11.54

AutoCAD SHX Text 11.54

AutoCAD SHX Text 11.14

AutoCAD SHX Text 11.14

AutoCAD SHX Text 11.54

AutoCAD SHX Text 11.54

AutoCAD SHX Text 11.20

AutoCAD SHX Text

MSS: 6.00

AutoCAD SHX Text

MSS: 6.00

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:3

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:3

AutoCAD SHX Text

TD1 KM0+037.98

AutoCAD SHX Text 0.74

AutoCAD SHX Text 0.03

AutoCAD SHX Text 0.01

AutoCAD SHX Text 0.19

AutoCAD SHX Text 2.53

AutoCAD SHX Text 0.25

AutoCAD SHX Text 2.67

AutoCAD SHX Text 0.08

AutoCAD SHX Text 0.09

AutoCAD SHX Text 0.11

AutoCAD SHX Text 3.71

AutoCAD SHX Text 0.01

AutoCAD SHX Text 2.01

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text

31 KM0+020.00

AutoCAD SHX Text

MSS: 6.00

AutoCAD SHX Text

MSS: 6.00

AutoCAD SHX Text

32 KM0+040.00

AutoCAD SHX Text

32A KM0+050.30

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:3

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:3

AutoCAD SHX Text

MSS: 6.00

AutoCAD SHX Text

MSS: 6.00

AutoCAD SHX Text

H8 KM0+060.00

AutoCAD SHX Text

P1 KM0+070.21

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:3

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:3

AutoCAD SHX Text

DESIGN ELEVATION (M)

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DESIGN DISTANCE (M)

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AutoCAD SHX Text

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EXISTING DISTANCE (M)

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

EXISTING ELEVATION (M)

AutoCAD SHX Text

EXISTING DISTANCE (M)

AutoCAD SHX Text

DESIGN ELEVATION (M)

AutoCAD SHX Text

DESIGN DISTANCE (M)

AutoCAD SHX Text

EXISTING ELEVATION (M)

AutoCAD SHX Text

EXISTING DISTANCE (M)

AutoCAD SHX Text 1:3

AutoCAD SHX Text 1.02

AutoCAD SHX Text 11.63

AutoCAD SHX Text 11.30

AutoCAD SHX Text 1:3

AutoCAD SHX Text 1.68

AutoCAD SHX Text 11.86

AutoCAD SHX Text 11.30

AutoCAD SHX Text 1:3

AutoCAD SHX Text 1.31

AutoCAD SHX Text 11.49

AutoCAD SHX Text 1:3

AutoCAD SHX Text 0.99

11.65

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

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.8

30 ROADWAYS

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 11

ROADWAY - SW-07 ROAD SECTION

CROSS SECTION - 2

1:200

30C-04 06

AutoCAD SHX Text 11.63

AutoCAD SHX Text 11.63

AutoCAD SHX Text 0.12

AutoCAD SHX Text 11.64

AutoCAD SHX Text 0.46

AutoCAD SHX Text 11.73

AutoCAD SHX Text 4.83

AutoCAD SHX Text 11.71

AutoCAD SHX Text 0.38

AutoCAD SHX Text 11.61

AutoCAD SHX Text 1.47

AutoCAD SHX Text 11.53

AutoCAD SHX Text 1.05

AutoCAD SHX Text 11.18

AutoCAD SHX Text 3.69

AutoCAD SHX Text 11.57

AutoCAD SHX Text 3.47

AutoCAD SHX Text 11.52

AutoCAD SHX Text 0.42

AutoCAD SHX Text 11.49

AutoCAD SHX Text 0.84

AutoCAD SHX Text 11.33

AutoCAD SHX Text 3.90

AutoCAD SHX Text 11.35

AutoCAD SHX Text 1.37

AutoCAD SHX Text 11.65

AutoCAD SHX Text 11.65

AutoCAD SHX Text 0.08

AutoCAD SHX Text 11.66

AutoCAD SHX Text 1.54

AutoCAD SHX Text 11.70

AutoCAD SHX Text 3.47

AutoCAD SHX Text 11.59

AutoCAD SHX Text 3.10

AutoCAD SHX Text 11.53

AutoCAD SHX Text 1.11

AutoCAD SHX Text 11.53

AutoCAD SHX Text 0.39

AutoCAD SHX Text 11.43

AutoCAD SHX Text 1.20

AutoCAD SHX Text 11.32

AutoCAD SHX Text 1.10

AutoCAD SHX Text 11.61

AutoCAD SHX Text 3.62

AutoCAD SHX Text 11.59

AutoCAD SHX Text 0.38

AutoCAD SHX Text 11.54

AutoCAD SHX Text 2.20

AutoCAD SHX Text 11.58

AutoCAD SHX Text 3.80

AutoCAD SHX Text 11.68

AutoCAD SHX Text 11.70

AutoCAD SHX Text 3.38

AutoCAD SHX Text 11.68

AutoCAD SHX Text 0.82

AutoCAD SHX Text 11.46

AutoCAD SHX Text 3.64

AutoCAD SHX Text 11.44

AutoCAD SHX Text 0.64

AutoCAD SHX Text 10.79

AutoCAD SHX Text 3.52

AutoCAD SHX Text 11.68

AutoCAD SHX Text 0.89

AutoCAD SHX Text 11.65

AutoCAD SHX Text 2.88

AutoCAD SHX Text 11.70

AutoCAD SHX Text 0.66

AutoCAD SHX Text 11.67

AutoCAD SHX Text 0.44

AutoCAD SHX Text 11.58

AutoCAD SHX Text 3.44

AutoCAD SHX Text 11.51

AutoCAD SHX Text 1.69

AutoCAD SHX Text 11.67

AutoCAD SHX Text 11.66

AutoCAD SHX Text 0.77

AutoCAD SHX Text 11.48

AutoCAD SHX Text 5.34

AutoCAD SHX Text 11.49

AutoCAD SHX Text 0.13

AutoCAD SHX Text 11.23

AutoCAD SHX Text 5.75

AutoCAD SHX Text 11.68

AutoCAD SHX Text 1.08

AutoCAD SHX Text 11.65

AutoCAD SHX Text 2.50

AutoCAD SHX Text 11.69

AutoCAD SHX Text 0.61

AutoCAD SHX Text 11.61

AutoCAD SHX Text 1.68

AutoCAD SHX Text 11.54

AutoCAD SHX Text 2.53

AutoCAD SHX Text 11.54

AutoCAD SHX Text 1.26

AutoCAD SHX Text 11.52

AutoCAD SHX Text 0.33

AutoCAD SHX Text 11.41

AutoCAD SHX Text 11.36

AutoCAD SHX Text 0.55

AutoCAD SHX Text 11.25

AutoCAD SHX Text 1.95

AutoCAD SHX Text 11.21

AutoCAD SHX Text 1.14

AutoCAD SHX Text 11.21

AutoCAD SHX Text 0.02

AutoCAD SHX Text 11.07

AutoCAD SHX Text 2.58

AutoCAD SHX Text 10.94

AutoCAD SHX Text 2.18

AutoCAD SHX Text 10.82

AutoCAD SHX Text 3.57

AutoCAD SHX Text 11.44

AutoCAD SHX Text 2.10

AutoCAD SHX Text 11.46

AutoCAD SHX Text 0.74

AutoCAD SHX Text 11.47

AutoCAD SHX Text 0.63

AutoCAD SHX Text 11.40

AutoCAD SHX Text 4.72

AutoCAD SHX Text 11.37

AutoCAD SHX Text 0.53

AutoCAD SHX Text 11.38

AutoCAD SHX Text 1.12

AutoCAD SHX Text 11.38

AutoCAD SHX Text 0.16

AutoCAD SHX Text 11.39

AutoCAD SHX Text 11.38

AutoCAD SHX Text 0.62

AutoCAD SHX Text 11.24

AutoCAD SHX Text 2.92

AutoCAD SHX Text 11.20

AutoCAD SHX Text 0.80

AutoCAD SHX Text 11.06

AutoCAD SHX Text 2.95

AutoCAD SHX Text 10.96

AutoCAD SHX Text 2.71

AutoCAD SHX Text 10.82

AutoCAD SHX Text 2.00

AutoCAD SHX Text 11.49

AutoCAD SHX Text 2.89

AutoCAD SHX Text 11.54

AutoCAD SHX Text 1.36

AutoCAD SHX Text 11.46

AutoCAD SHX Text 3.55

AutoCAD SHX Text 11.42

AutoCAD SHX Text 1.85

AutoCAD SHX Text 11.42

AutoCAD SHX Text 0.35

AutoCAD SHX Text w1=2.80

AutoCAD SHX Text ip1=5.00%%%

AutoCAD SHX Text it1=-5.00%%%

AutoCAD SHX Text R=45.00

AutoCAD SHX Text 0.15

AutoCAD SHX Text 5%%%

AutoCAD SHX Text 5%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 5.80

AutoCAD SHX Text 1.00

AutoCAD SHX Text 3.00

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.42

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 0.40

AutoCAD SHX Text 1.00

AutoCAD SHX Text 0.61

AutoCAD SHX Text 11.78

AutoCAD SHX Text 12.07

AutoCAD SHX Text 12.03

AutoCAD SHX Text 11.63

AutoCAD SHX Text 11.59

AutoCAD SHX Text 11.59

AutoCAD SHX Text 11.19

AutoCAD SHX Text 11.19

AutoCAD SHX Text 11.59

AutoCAD SHX Text 11.59

AutoCAD SHX Text 11.38

AutoCAD SHX Text w1=2.68

AutoCAD SHX Text ip1=4.71%%%

AutoCAD SHX Text it1=-4.71%%%

AutoCAD SHX Text R=45.00

AutoCAD SHX Text 0.12

AutoCAD SHX Text 4.71%%%

AutoCAD SHX Text 4.71%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 5.68

AutoCAD SHX Text 1.00

AutoCAD SHX Text 3.00

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AutoCAD SHX Text 11.77

AutoCAD SHX Text 12.04

AutoCAD SHX Text 12.00

AutoCAD SHX Text 11.63

AutoCAD SHX Text 11.59

AutoCAD SHX Text 11.59

AutoCAD SHX Text 11.19

AutoCAD SHX Text 11.19

AutoCAD SHX Text 11.59

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AutoCAD SHX Text 11.55

AutoCAD SHX Text w1=1.65

AutoCAD SHX Text ip1=2.13%%%

AutoCAD SHX Text it1=-2.13%%%

AutoCAD SHX Text R=45.00

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AutoCAD SHX Text 11.69

AutoCAD SHX Text 11.79

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AutoCAD SHX Text 11.19

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AutoCAD SHX Text w1=1.40

AutoCAD SHX Text ip1=2.00%%%

AutoCAD SHX Text it1=-1.50%%%

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AutoCAD SHX Text 11.67

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AutoCAD SHX Text 11.69

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AutoCAD SHX Text 11.29

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AutoCAD SHX Text 11.69

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AutoCAD SHX Text 11.36

AutoCAD SHX Text 11.61

AutoCAD SHX Text 11.57

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AutoCAD SHX Text 11.17

AutoCAD SHX Text 11.17

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AutoCAD SHX Text 0.03

AutoCAD SHX Text 4%%%

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AutoCAD SHX Text 3.66

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AutoCAD SHX Text 11.44

AutoCAD SHX Text 11.29

AutoCAD SHX Text 11.25

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AutoCAD SHX Text 10.85

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AutoCAD SHX Text 11.25

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AutoCAD SHX Text 10.96

AutoCAD SHX Text 11.50

AutoCAD SHX Text 11.46

AutoCAD SHX Text 11.46

AutoCAD SHX Text 11.06

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AutoCAD SHX Text 4.12%%%

AutoCAD SHX Text 3.56%%%

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AutoCAD SHX Text 2.89

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AutoCAD SHX Text 0.14

AutoCAD SHX Text 11.39

AutoCAD SHX Text 11.24

AutoCAD SHX Text 11.20

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AutoCAD SHX Text 10.80

AutoCAD SHX Text 10.80

AutoCAD SHX Text 11.20

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AutoCAD SHX Text 11.04

AutoCAD SHX Text 11.49

AutoCAD SHX Text 11.45

AutoCAD SHX Text 11.45

AutoCAD SHX Text 11.05

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AutoCAD SHX Text 11.45

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AutoCAD SHX Text 11.50

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MSS: 6.00

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MSS: 6.00

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MSS: 6.00

AutoCAD SHX Text

MSS: 6.00

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MSS: 6.00

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MSS: 6.00

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33A KM0+090.07

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33 KM0+080.00

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34 KM0+100.00

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TC1 KM0+102.44

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35 KM0+123.66

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35A KM0+120.00

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DESIGN ELEVATION (M)

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AutoCAD SHX Text 1:3

AutoCAD SHX Text 1.47

AutoCAD SHX Text 11.54

AutoCAD SHX Text 1:3

AutoCAD SHX Text 1.20

AutoCAD SHX Text 11.60

AutoCAD SHX Text 1:3

AutoCAD SHX Text 0.59

11.56

SW-07 TYPICAL ROAD SECTION

SCALE: 1:100

C-3001

C-3005 C-3006

N.T.S.C-3002 PATCHING TYPE 1

N.T.S.C-3003 PATCHING TYPE 2

N.T.S.C-3004 PATCHING TYPE 3

N.T.S.C-3005 PATCHING TYPE 4 / NEW PAVEMENT STRUCTURE

MASONRY DITCH

SCALE: 1:50

C-3006

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

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.8

30 ROADWAYS

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 11

CIVIL DETAILS - I

30C-08 10

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SLOPE VARIES

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SLOPE VARIES

AutoCAD SHX Text 4%%%

AutoCAD SHX Text 4%%%

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AutoCAD SHX Text 1:3

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SW-07D

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SW-07A1 & A2

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EMBANKMENT COMPACTED TO 95% (K95)

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EXISTING GRADE

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EXISTING PAVEMENT STRUCTURE

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EMBANKMENT COMPACTED TO 95% (K95)

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EXISTING EMBANKMENT

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EXISTING SUBGRADE

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

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- ASPHAL CONCRETE BINDER COURSE (BTNC 19), 7 CM THICK ASPHAL CONCRETE BINDER COURSE (BTNC 19), 7 CM THICK - PRIME COAT 1.0L/M2 IN DENSITY PRIME COAT 1.0L/M2 IN DENSITY - AGGREGATE BASE COURSE (DMAX 25MM), 15CM THICK AGGREGATE BASE COURSE (DMAX 25MM), 15CM THICK - AGGREGATE SUBBASE COURSE (DMAX 37.5MM), 18CM THICK AGGREGATE SUBBASE COURSE (DMAX 37.5MM), 18CM THICK - COMPACTED TO 98% COMPACTION DEGREE (K98)COMPACTED TO 98% COMPACTION DEGREE (K98)

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EDGE OF EXISTING ASPHAL PAVEMENT WILL BE CUT AND REMOVE TO REPAIR

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EDGE OF EXISTING PAVEMENT STRUCTURE WILL BE CUT AND REMOVE TO REPAIR

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- CONCRETE 20MPa, 20 CM THICK CONCRETE 20MPa, 20 CM THICK - STELL D6a200 STELL D6a200 - COMPACTED TO 98% COMPACTION DEGREE (K98)COMPACTED TO 98% COMPACTION DEGREE (K98)

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EMBANKMENT COMPACTED TO 95% COMPACTION DEGREE (K95)

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- ASPHAL CONCRETE BINDER COURSE (BTNC 19), 7 CM THICK ASPHAL CONCRETE BINDER COURSE (BTNC 19), 7 CM THICK - PRIME COAT 1.0L/M2 IN DENSITY PRIME COAT 1.0L/M2 IN DENSITY - AGGREGATE BASE COURSE (DMAX 25MM), 15CM THICK AGGREGATE BASE COURSE (DMAX 25MM), 15CM THICK - AGGREGATE SUBBASE COURSE (DMAX 37.5MM), 18CM THICK AGGREGATE SUBBASE COURSE (DMAX 37.5MM), 18CM THICK - SUBGRADE COMPACTED TO 98% COMPACTION DEGREE (K98), 50 CM THICKSUBGRADE COMPACTED TO 98% COMPACTION DEGREE (K98), 50 CM THICK

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EDGE OF EXISTING PAVEMENT STRUCTURE WILL BE CUT AND REMOVE TO REPAIR

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EXISTING AGGREGATE BASE COURSE

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EXISTING SUBGRADE

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EXISTING AGGREGATE SUBBASE COURSE

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EXISTING AGGREGATE SUBBASE COURSE

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EXISTING AGGREGATE BASE COURSE

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EXISTING ASPHAL PAVEMENT

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EXISTING ASPHAL PAVEMENT

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EXISTING AGGREGATE BASE COURSE

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EXISTING SUBGRADE

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EXISTING AGGREGATE SUBBASE COURSE

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EXISTING ASPHAL PAVEMENT

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EXISTING EMBANKMENT

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EXISTING EMBANKMENT

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MASONRY DITCH 30CM THICK

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CRUSHED STONE BED 10CM THICK

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

Sheets and Views
01 30G-01
02 30G-02
04 30C-02
05 30C-03
06 30C-04
10 30C-08

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