SAUDIARAMCO.

NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS

OTHERWISE NOTED.

2. EXCAVATION, FILL PLACEMENT AND COMPACTION

20000
WORKS ON ALL PAVEMENTS AND ROADS
CONSTRUCTION SHALL BE INSPECTED AND TESTED
10000 10000
PER THE REQUIREMENT OF SAES-A-114.

OF
CARRIAGE WAY CARRIAGE WAY

3. ASPHALT CONCRETE PAVING SHALL BE IN

| HAUL ROAD

CONSENT
ACCORDANCE TO ALL THE REQUIREMENTS
PG STIPULATED AS PER SAES-Q-006.
SEE NOTE-10 SEE NOTE-10
SLOPE=2.0% SLOPE=2.0%
4. ALL ASPHALT LAYERS SHALL BE CLASS "B"
5 5
GRADATION WHILE ALL AGGREGATE MATERIALS TO
1 1
RGL RGL
BE CLASS "A" GRADATION IN ACCORDANCE WITH

TTEN
SAES-Q-006 REQUIREMENTS.

5. GRANULAR AGGREGATE BASE MATERIALS SHALL BE

WRI
COMPACTED SUBGRADE (RGL) SEE DETAIL 2 PLACED IN LAYERS OF UNIFORM THICKNESS NOT
EXCEEDING 150MM AFTER COMPACTION. APPROVAL

THE
MAY BE GIVEN BY THE SAUDI ARAMCO
REPRESENTATIVE TO GREATER THAN 150MM THICK
LAYERS, IF COMPACTING EQUIPMENT CAN BE ACHIEVE

THOUT
ACCEPTABLE DEGREE OF COMPACTION TO THE FULL
C TYPICAL HAUL ROAD/ON TOP OF ROUGH GRADED AREA LAYER DEPTH. MATERIAL PLACEMENT , COMPACTION
- AND FINISHING SHALL BE DONE IN ACCORDANCE
SCALE 1 :50M

WI
WITH SAES-Q-006. COMPACTION SHALL BE CARRIED
OUT TO 95 % MDD AS DETERMINED BY ASTM-D-1557

NG
OR OTHER APPROVED METHOD.

DRAWI
6. FINISHED ELEVATION OF NEW ASPHALT CONCRETE
WEARING COURSE SHALL BE SMOOTHLY TIED-IN TO
THE EXISTING PAVEMENT LEVEL.

S
15000

THI
7. SUBGRADE PREPRATION SHALL BE AS PER
7500 7500 SAES-Q-006. CBR VALUE OF SUBGRADE SHALL BE
GREATER THAN 5. WHERE EXISTING SUBGRADE

FROM
1500 2000 4000 4000 2000 1500
MATERIAL HAVE A CBR OF 5 OR LESS, A SUB-BASE
AGGREGATE PAVED SHOULDER CARRIAGE WAY CARRIAGE WAY PAVED SHOULDER AGGREGATE WITH A MINIMUM CBR OF 15 SHALL BE PROVIDED
BASE BASE WITH A MINIMUM THICKNESS OF 200MM.
| ACCESS ROAD

NED
COURSE COURSE
SEE NOTE-10 PG SEE NOTE-10
SLOPE=2.0% 8. FOR FILL MATERIAL REQUIREMENTS AND
SLOPE=2.0% SLOPE=2.0%

OBTAI
SLOPE= 0%
4. SLOPE=2.0% SLOPE=4.
0%
5 5 SPECIFICATIONS, REFER TO SAES-A-114, SEC. 6 OR

RGL 1 1 RGL RECOMMENDATIONS OF GEOTECHNICAL REPORT.

9. MARL MATERIAL AND COMPACTION SHALL BE AS PER

BE
SAES-A-114, SEE 6.3.8.2.
SEE DETAIL 3
10. FOR ROAD EMBANKMENT SHALL BE COMPACTED AND

PART,SHALL
SLOPE PROTECTION TO BE CHEMICAL POLYMER
AGENTS IN ACCORDANCE WITH THE REQUIREMENT OF
SAES-A-114 SECTION 8.3.

D TYPICAL TEMPORARY CONSTRUCTION ROAD (ON TOP OF RGL)

-
SCALE 1 :50M
( FOR ROAD C1 TO C12 ) LEGEND

N
I
FGL FINISH GRADE LEVEL

FULL,OR
EGL EXISTING GROUND LEVEL

CBR CALIFORNIA BEARING RATIO

15000
MDD MAXIMUM DRY DENSITY
7500 7500

N
I
PG PROFILE GRADE
1500 2000 4000 4000 2000 1500

ON
TYP. TYPICAL
CARRIAGE WAY

REPRODUCTI
AGGREGATE PAVED SHOULDER CARRIAGE WAY PAVED SHOULDER AGGREGATE
EGL BASE BASE < LOWER THAN

COURSE COURSE
> HIGHER THAN
| ACCESS ROAD
ES

PG H1 HEIGHT OF CUT
VARI

5
H1

SLOPE=2.0% SLOPE=2.0% SLOPE=2.0% SEE NOTE-10

1 SLOPE= 0%
4. SLOPE=2.0% SLOPE=4.
0%
5 H2 HEIGHT OF FILL
500

SAUDIARAMCO.NO
HOLD
EGL
1. ASPHALT CONCRETE WEARING COURSE REQUIREMENTS
SEE NOTE-10
SEE DETAIL 1
10000

REFERENCE DRAWINGS
SITE PREPARATION KEYPLAN JN-414201-001

SEE DETAIL-4 SEE DETAIL-3 SITE PREPARATION LAYOUT SHT 1 JN-414202-001

REFER TO DWG. NO. REFER TO DWG. NO. SITE PREPARATION LAYOUT SHT 2 JN-414203-001

OF
VA-721029-001 VA-721029-001 SITE PREPARATION LAYOUT SHT 3 JN-414204-001
F TYPICAL PERMANENT 2 LANE ROAD
SITE PREPARATION LAYOUT SHT 4 JN-414205-001

PROPERTY
-
SCALE 1 :50M
SITE PREPARATION LAYOUT SHT 5 JN-414206-001
SITE PREPARATION LAYOUT SHT 6 JN-414207-001
SITE PREPARATION LAYOUT SHT 7 JN-414208-001
SITE PREPARATION LAYOUT SHT 8 JN-414209-001
SITE PREPARATION LAYOUT SHT 9 JN-414210-001

SOLE
SITE PREPARATION LAYOUT SHT 10 JN-414211-001
SITE PREPARATION LAYOUT SHT11 JN-414212-001
HOLD 1

THE
50MM THICK ASPHALT CONCRETE 50MM THICK ASPHALT CONCRETE
WEARING COURSE (CLASS-B) WEARING COURSE (CLASS-B)
70MM THICK ASPHALT CONCRETE
HOLD 1

ARE
BASE COURSE (CLASS-B)
70MM ASPHALT CONCRETE 70MM ASPHALT CONCRETE
BASE (BINDER) COURSE (CLASS-B) BASE (BINDER) COURSE (CLASS-B)
PRIME COAT 70MM ASPHALT CONCRETE
O1 11/18/22 robert.brown jack.mcminigal jack.mcminigal

N
BASE (BINDER) COURSE

HEREI
300MM THK. (CLASS-B) AFW DATE BY CH'D APP PRJ PRO HSE CIV ELE COM CON
230MM COMPACTED AGGREGATE 230MM COMPACTED AGGREGATE
PRIME COAT MC-70 PRIME COAT MC-70 COMPACTED MARL
BASE COURSE CLASS-A BASE COURSE CLASS-A
(CBR > 100%) (CBR > 100%) 230MM COMPACTED AGGREGATE
2.
0% PRIME COAT MC-70
TACK COAT RC-250 TACK COAT RC-250 BASE COURSE CLASS-A

NED
(CBR > 100%) SCALE: 1:50
2.
0% 2.
0%

CONTAI
REVISION VALIDATION
2.
0%
THIS REVISION NO. A IS COVERED, FOR ALL APPROVAL AND CERTIFICATION
REQUIREMENTS, PER SAEP-334, UNDER DRAWING COMPLETION CERTIFICATE NO:

ON
10-17537-0001-000

NFORMATI
DESIGN CERTIFICATION REVIEW FOR KEY DRAWINGS OTHER
(DESIGN AGENCY) REQUIRED (SAUDI ARAMCO)
EXISTING GROUND
ENGG./DATE CERTIFIED BY/DATE CONST. AGENCY/DATE OPERATIONS/DATE BY/DATE

TBA TBA

REV.NO. DATE REVISION DESCRIPTION

I
COMPACTED SUBGRADE A 11/18/22 ISSUED FOR REVIEW
SUBGRADE OR FILL MATERIAL
SEE NOTE -7

THE
JOB ORDER/EWO NO.
(IF REQUIRED - SEE NOTE-8) THIS REVISION IS NOT TO BE USED FOR
COMPACTED SUBGRADE 10-17537-0001 CONSTRUCTION UNTIL CERTIFIED AND DATED

OR FILL MATERIAL
SAUDI ARABIAN OIL COMPANY

AND
(IF REQUIRED - SEE NOTE-8)
DRAWING TYPE

SITE DEVELOPMENT PLAN GAP

NG
SECTION UNDER FILL
SECTION UNDER CUT TYPICAL ROAD SECTION & DETAILS

DRAWI
RNGLF COMMON FACILITIES
2 PAVEMENT DETAIL 3 PAVEMENT DETAIL
1 PAVEMENT DETAIL - -
RIYAS SAUDI ARABIA
SCALE NTS SCALE NTS

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

THI
-
SCALE NTS

886 S JN-414221 002 A

Saudi Aramco 2615 ENG. (05/05)
502385-8310-41-0022
AFW DOC NO: 1
CLASS: O1
REV: DSN:3327
RESTRICTED VECTOR CADD-01