SAUDIARAMCO.

NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS

NOTED OTHERWISE.

2. EXCAVATION, FILL PLACEMENT AND COMPACTION

16000
WORKS ON ALL PAVEMENTS AND ROADS

12000 70MM ASPHALT CONCRETE CONSTRUCTION SHALL BE INSPECTED AND TESTED

BASE (BINDER) COURSE (CLASS-A) PER THE REQUIREMENT OF SAES-A-114.

EXISTING ROAD (SEE NOTE-8)

OF
3. ASPHALT CONCRETE PAVING SHALL BE IN
2000 2000 4000 4000 2000 2000
ACCORDANCE TO ALL THE REQUIREMENTS

CONSENT
230MM COMPACTED AGGREGATE
NEW PAVED EXISTING PAVED CARRIAGEWAY CARRIAGEWAY EXISTING PAVED NEW PAVED PRIME COAT MC-70 STIPULATED AS PER SAES-Q-006.
BASE COURSE CLASS-A
SHOULDER SHOULDER SHOULDER SHOULDER
(CBR > 100%) 4. FINISHED ELEVATION OF NEW ASPHALT CONCRETE
| ACCESS ROAD
BINDER COURSE SHALL BE SMOOTHLY TIED-IN TO
2.
0%
THE EXISTING PAVEMENT LEVEL.
PG

TTEN
5. SUBGRADE PREPRATION SHALL BE AS PER
SEE NOTE-6 SLOPE= 0%
2. SLOPE=2.
0%
SLOPE=2. SAES-A-114 & SAES-Q-006.
0%
2. 0%
SLOPE=

WRI
5 SEE NOTE-6 6. ROAD EMBANKMENT SHALL BE COMPACTED AND
1 SLOPE PROTECTION TO BE CHEMICAL POLYMER
5
1 AGENTS IN ACCORDANCE WITH THE REQUIREMENT OF

THE
EGL EGL
SAES-A-114 SECTION 8.3.

7. CONTRACTOR TO PROVIDE THE CAT EYES AT CENTER

THOUT
SEE
SEE DETAIL 2 LINE AND EDGE OF THE ROAD.
DETAIL-3 200MM THICK COMPACTED
SEE NOTE-9 COMPACTED SUBGRADE
SUB-BASE COURSE CLASS-A 8. CONTRACTOR SHALL VERIFY THE EXISTING ROAD
(CBR 5 MINIMUM)

WI
(CBR = 25) WIDTH AS SHOWN IN THE DRAWING BEFORE
C UPGRADED 2 LANE ASPHALT ROAD
CONSTRUCTION.
TD-418268
SCALE 1 :50M

NG
SH 001 9. MINIMUM COMPACTED SUBGRADE CBR = 5.

DRAWI
1 PAVEMENT DETAIL 10.CONTRACTOR SHALL PERFORM CORE TEST ON
-
SCALE NTS EXISTING ROAD SHOULDER AND CARRIAGEWAY TO
SH
CHECK THE PAVEMENT THICKNESS. IF THE PAVEMENT

S
THICKNESS OF EXISTING SHOULDER IS LESS THAN

THI
THE PAVEMENT THICKNESS OF EXISTING
CARRIAGEWAY, EXISTING SHOULDER SHALL BE

FROM
DEMOLISHED AND RECONSTRUCT TO MATCH WITH
16000 EXISTING CARRIAGE PAVEMENT LAYERS. HOWEVER, IF
THE THICKNESS OF PAVEMENT OF EXISTING CARRIAGE
4000 4000 4000 4000
50MM SULFUR EXTENDED ASPHALT WAY AND SHOULDER IS SAME, THE EXTENSION

NED
PAVED SHOULDER CARRIAGEWAY CARRIAGEWAY PAVED SHOULDER WARING COURSE (CLASS-A) SHOULD FOLLOW THE EXISTING THICKNESS.

OBTAI
70MM SULFUR EXTENDED ASPHALT 11.FOR GUARDRAIL LOCATION REFER PLAN AND PROFILE
| ACCESS ROAD
BINDER COURSE (CLASS-A)
DRAWINGS AND GUARDRAIL SHALL BE IN ACCORDANCE

GRUADRAIL WITH SAUDI ARAMCO STANDARD LIBRARY DRAWINGS

GRUADRAIL PG 230MM COMPACTED AGGREGATE TACK COAT RC-70 NO. DB-950098 SHEET 001 TO 013.
SEE NOTE-11

BE
SEE NOTE-11 BASE COURSE CLASS-A
SLOPE= 0%
2. SLOPE=2.
0% 12.CONTRACTOR TO LOOK AT OPTION OF USING
SLOPE= 0%
2. SLOPE=2.
0% (CBR > 100%) PRIME COAT MC-70
RECYCLED PLASTIC FOR THE ASPHALT ROADS, AND

PART,SHALL
SEE NOTE-6 SEE NOTE-6 2.
0%
5 5
D ACCORDINGLY CONTRACTOR SHALL RETURN TO THE
1 1
COMPANY FOR FURTHER ACCEPTANCE. IN CASE THE
EGL EGL COMPANY ELECT TO PROCEED WITH RECYCLED
PLASTIC FOR THE ASPHALT ROADS, CONTRACTOR WILL
BE REQUESTED TO PROCEED WITH RECYCLED PLASTIC
SEE DETAIL 2 IN LINE WITH CONTRACT TERMS AND CONDITIONS.

N
I
FULL,OR
D NEW 2 LANE ASPHALT ROAD
LEGEND
TD-418266
SCALE 1 :50M
SH 001 200MM THICK COMPACTED COMPACTED SUBGRADE
SUB-BASE COURSE CLASS-A (CBR 5 MINIMUM) FGL FINISH GRADE LEVEL
(CBR = 25)
EGL EXISTING GROUND LEVEL

N
I
RGL ROUGH GRADE LEVEL

ON
2 PAVEMENT DETAIL

REPRODUCTI
CBR CALIFORNIA BEARING RATIO
-
10000 SCALE NTS
SH
PG PROFILE GRADE
5000 5000
TYP. TYPICAL
CARRIAGEWAY CARRIAGEWAY
< LESS THAN
| ACCESS ROAD
> GREATER THAN

SAUDIARAMCO.NO
PG
SEE NOTE-6 SEE NOTE-6
SLOPE= 0%
2. SLOPE=2.
0% PROPOSED NEW

5 ROAD EXTENSION EXISTING ROAD

5
1 1
100
EGL EGL REFERENCE DRAWINGS
250 100
0%
2.
0%
2. GENERAL NOTES CIVIL WORKS G04-S-TD-418254-001

D OVERALL ROAD LAYOUT G04-S-TD-418258-001

OF
SEE DETAIL 1 ROAD LAYOUT - ROAD -B (TIAS ROAD-3) G04-S-TD-418266-001

E SECTION ACCESS ROAD-6 ROAD LAYOUT - ROAD -C (TIAS ROAD-5) G04-S-TD-418268-001

PROPERTY
TD-418259
SCALE 1 :50M
SH 002

SOLE
3 EXISTING & PROPOSED PAVEMENT DETAILS D3 04/04/23

- D2 02/28/23 SAM RHS MAA

SCALE NTS

THE
SH
D1 01/05/23 SAM RHS MAA
23600
WOOD DATE BY CH'D APP PLG PRJ PRO HSE CIV INS ELE COM CON

ARE
| EXISTING ROAD

5800 6000 6000 5800

EXTENSION

N
EXTENSION

HEREI
0 1.0 2.0 3.0 4.0 5.0

2500 3650 3650 4000 3650 3650 2500

METERS
PAVED SHOULDER CARRIAGEWAY CARRIAGEWAY PAINTED MEDIAN CARRIAGEWAY CARRIAGEWAY PAVED SHOULDER

NED
350 350 SCALE: 1 : 50M
D

CONTAI
D
GRUADRAIL REVISION VALIDATION
PG
GRUADRAIL SEE NOTE-11
SLOPE=2.0% SLOPE=2.0% SLOPE= THIS REVISION NO. D IS COVERED, FOR ALL APPROVAL AND CERTIFICATION
SEE NOTE-11 SLOPE=2.0% 2.
0% SLOPE=
SLOPE=2.0% 2.
0% REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

ON
5 5

NFORMATI
1 1 DESIGN CERTIFICATION REVIEW FOR KEY DRAWINGS OTHER
(DESIGN AGENCY) REQUIRED (SAUDI ARAMCO)

ENGG./DATE CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE BY/DATE

REV.NO. DATE REVISION DESCRIPTION

I
AGGREGATE SEE DETAIL 3 SEE DETAIL 2 D 04/04/23 ISSUED FOR PROPOSAL
EXISTING ROAD (SEE NOTE-8)
BASE COURSE

THE
JOB ORDER/EWO NO.
THIS REVISION IS NOT TO BE USED FOR
COMPACTED SUBGRADE 10-03054-0000 CONSTRUCTION UNTIL CERTIFIED AND DATED

(CBR 5 MINIMUM)
SAUDI ARABIAN OIL COMPANY

AND
F UPGRADED 4 LANE ASPHALT ROAD DRAWING TYPE

TD-418268 ROAD DETAILS GAP

SCALE 1 :50M

NG
SH 001
TYPICAL ROAD SECTION & DETAILS

DRAWI
CENTRAL PROCESS FACILITY TRAIN 4

MANIFA SAUDI ARABIA

S
PLANT NO. INDEX DRAWING NUMBER SHT. NO. REV. NO.

THI
G04 S TD-418259 002 D
CLASS: 1 REV: D3 DSN: 28223 Saudi Aramco 2615 ENG. (05/05)

RESTRICTED VECTOR CADD-01