00 01 of 01

SA-0224311 BAH118 S - 4400016918

BB NOTES
REV. NO. SHEET NO. DRAWING NUMBER PLANT NO. INDEX JOB ORDER NO. CONTRACT NO. -

OW NER.
1. ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE
2000
SPECIFIED.
1000mm & 3mm THK. ANODIZED 25 1950 25 2. THE TRAFFIC CONTROL SIGNS SHALL COFORM TO MOT
ALUMINUM PLATE (REFER EE EE REQUIREMENTS.

25
NOTE-17) SEE DETAIL-1 - 3. CONCRETE SHALL MEET THE REQUIREMENTS OF SEC MATERIALS
WHITE -

TS
600 STANDARD SPECIFICATION 70-TMSS-03, FOR BELOW GRADE

OF I
200 50 150 200 COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 5000psi (35

100

140

25
MPa OR SEVERE EXPOSURE AT 28 DAYS BASED ON 150mm
ARABIC TRANSLATION 50mm
CYLINDER TEST).

125
HEIGHT REFLECTIVE

100
4. STEEL REINFORCEMENT SHALL BE DEFORMED BARS COMPLYING

CONSENT
25
ALUMINUM COLOR RED BACKGROUND
WITH SASO SSA 2/ 79 WITH MINIMUM YIELD STRENGTH OF

125
420MPa. DEFORMATIONS SHALL BE IN ACCORDANCE WITH ASTM
BLUE BACKGROUND
BLUE BACKGROUND A615M.

140

{ 600
600

100

350
400
125mm HT. 5. GENERAL FILL, CLEAN EARTH SHALL BE USED FOR BACK FILLING

1000
2000x1000x3mm THK.
WHITE LETTERS RED BORDER AND COMPACTION IN ACCORDANCE WITH THE COMPANY
ANODIZED ALUMINUM

125

TTEN
ENGINEERING STADARD TES-P-122.11 REV.0 AND CONSTRUCTION
PLATE
STOP {600 & 3mm THK. WHITE SYMBOL STANDARD TCS-Q-113.02 REV.0 AND TCS-Q-113-04, REV.0 THE

100
125

THE W RI
SUB GRADE SHALL BE COMPACTD A MINIMUM OF 80% RELATIVE
SAUDI ELECTRICITY COMPANY RIGHT-OF-WAY

)
ANODIZED ALUMINUM
1000

TYP.
{600 & 3mm THK.

50
DENSITY (ASTM D 4253 AND ASTM D 4254) OR 90% OF THE
PLATE (REFER
ANODIZED ALUMINUM

25
MAXIMUM DENSITY AS DETERMINED BY ASTM D 1557.

(
NOTE-17)
FF PLATE (REFER FF 6. ALL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A36

DO NOT ENTER 50mm{ GALVANISED RIGID

STEEL PIPE (REFER NOTE-18)
- NOTE-17)
-
(36ksi MINIMUM YIELD STRENGTH).
7. HOT DIP GALVANIZING OF FABRICATED STEEL STRUCTURE SHALL
400

THOUT
50mm{ GALVANISED RIGID
CONFORM TO ASTM A123 WITH THE EXCEPTION THAT THE

25
STEEL PIPE (REFER NOTE-18)
MINIMUM COATING THICKNESS SHALL BE 0.129mm.
8. (i) ALL BOLTS SHALL CONFORM TO ASTM A325M, TYPE-1.

WI
150 850 850 150 (ii) ALL NUTS SHALL CONFORM TO ASTM A563M, CLASS 8S.
CC
- STOP SIGN - S1 - BEND SIGN (RIGHT SIDE) - S3 9. HOT DIP GALVANIZING OF BOLTS AND NUTS SHALL CONFORM TO

DOCUMENT
- ASTM A153.
-
100

50mm{ GALVANISED RIGID SCALE N.T.S - SCALE N.T.S

10.FABRICATION AND ERECTION IN GENERAL SHALL CONFORM TO
STEEL PIPE (REFER
01 DETAIL-01 (TOTAL QUANTITY REQUIRED - 2 NOs.)
AISC SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF
NOTE-18) (TYP.) (TOTAL QUANTITY REQUIRED - 1 NOs.)
- SCALE N.T.S STRUCTURAL STEEL FOR BUILDINGS.
11. WELDING AND WELDED CONNECTION SHALL CONFORM TO SEC
ENGINEERING STANDARDS.
(NGsa RIGHT-OF-WAY SIGN PLATE)

S
EE 12.ALL WELDING SHALL BE PERFORMED USING E-70XX ELECTRODES.

THI
EE - 13.ALL PAINT WORK SHALL CONFORM TO MOT STANDARD. THE PAINT
- SHALL BE IN ACCORDANCE WITH THE COMPANY ENGINEERING
200 150 50 200

FROM
600 STANDARDS TES-H-107.01 & TES-H-107.02.
BB

25
14.MINIMUM CONCRETE COVER SHALL BE 85 + 10mm.
50mm{ GALVANISED RIGID 2000 -
15.THE EXPOSED PORTION OF THE FOUNDATION AND 150mm BELOW

100
STEEL PIPE (REFER NOTE-18)

125
GROUND LEVEL SHALL BE COATED WITH TWO (2) COATS OF

NED
25 1950 25
BLUE BACKGROUND COAL TAR EPOXY AND ELASTOMERIC PU COATING.

SHALL BE OBTAI
25
16. INHIBITING OXIDE COMPOUND SHALL BE APPLIED FOR

125
BLUE BACKGROUND

{ 600
CONNECTION BETWEEN DISSIMILAR METALS.

350
1850

WHITE 17.ALL ALUMINUM SHAPES AND PLATE SHALL CONFORM TO ASTM

600
RED BORDER

100
125mm HT.
B209 ALLOY 6061-T6.
100

BLUE BACKGROUND WHITE LETTERS

SLOW

125
18.THE STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE
WHITE SYMBOL

100
SCHEDULE - 40.
DOWN {600 & 3mm THK. {600 & 3mm THK.

125
ARABIC TRANSLATION 50mm ANODIZED ALUMINUM ANODIZED ALUMINUM

25
FF
HEIGHT REFLECTIVE PLATE (REFER PLATE (REFER
ALUMINUM COLOR -
NOTE-17) NOTE-17)
1000

PART
FF
SEE DETAIL-02
50mm{ GALVANISED RIGID - 50mm{ GALVANISED RIGID
2000x1000x3mm THK.
100

STEEL PIPE (REFER NOTE-18)

STEEL PIPE (REFER NOTE-18)

WARNING ANODIZED ALUMINUM PLATE

N
I
50mm HEIGHT REFLECTIVE

FULL OR
ROAD CROSSING AHEAD ALUMINUM COLOR
100

- SLOW DOWN SIGN - S2 - BEND SIGN (LEFT SIDE) - S4

- SCALE N.T.S - SCALE N.T.S

SLOW DOWN
85

REFER NOTE-15 (TOTAL QUANTITY REQUIRED - 2 NOs.)

(TOTAL QUANTITY REQUIRED - 1 NOs.)

N
25

I
300

ON
REPRODUCTI
150 850 850 150

DETAIL-01 50mm{ GALVANISED RIGID

01 150 (TYP.) REFERENCE DRAWINGS
GRADE LEVEL STEEL PIPE (REFER
- SCALE N.T.S (TYP.)
DRAWING TITLE DRAWING NO.
NOTE-18) (TYP.) CC 75 75 150 Lg. ALUMINUM
150

(ROAD CROSSING SIGN PLATE) - (TYP.) (TYP.) UNIVERSAL BRACKET DRAWING CONTROL SHEET SE-0224050

M.S. CLAMPS (TYP.) REFER NOTE-6 & 7) WELDED (AL.) WITH

SCOPE OF WORK AND TECHNICAL SPECIFICATIONS PTS- 16SO1073
SIGN PLATE

NO
450

1850
{600 x 3mm THK. -

d SA
75 850 850 75 ANODIZED ALUMINUM -
AA
PLATE (REFER
-

onalGri
- NOTE-17)
800

-
M.S. CLAMPS (TYP.) REFER NOTE-6 & 7)
5NOs. {10 TIES | OF SIGN PLATE
-
(REFER NOTE-4)

OF Nati
300 300
1850 Lg. ALUMINUM UNIVERSAL
250x250x10mm THK. M.S PLATE (ALUMINUM)
BRACKET WELDED (AL.) WITH 600
350

(REFER NOTE-6 & 7)

SIGN PLATE
4NOs. {16 VERTICAL BARS

ARE THE SOLE PROPERTY

(REFER NOTE-4)
VIEW
85

EE
4NOs. {25 VERTICAL BARS
- SCALE N.T.S
(REFER NOTE-4)
85 330 85 150 850 850 150

500 (SQUARE)

| OF 50mm{ GALVANISED RIGID | OF 50mm{ GALVANISED RIGID | OF 50mm{ GALVANISED RIGID

STEEL PIPE (REFER NOTE-18) STEEL PIPE (REFER NOTE-18) STEEL PIPE (REFER NOTE-18) 150mm Lg. ALUMINUM
- ELEVATION UNIVERSAL BRACKET WELDED
- SCALE N.T.S BB VIEW (AL.) WITH SIGN PLATE
- SCALE N.T.S
AS-BUILT BY - DATE -
1850 Lg. ALUMINUM UNIVERSAL M.S. CLAMPS (TYP.)

100

N
BRACKET WELDED (AL.) WITH REFER NOTE-6 & 7)

HEREI
DD SIGN PLATE
-
500 180
M.S. CLAMPS (TYP.)

NED
85 140 50 140 85
100

20 140 20
REFER NOTE-6 & 7)

600

400
00 04-2023 AZI ISSUED FOR APPROVAL K.S K.S ZAZ

CONTAI
4NOs. {25 VERTICAL BARS 70 70
(REFER NOTE-4) 50mm{ GALVANISED RIGID
85

REV. DATE BY CHKD. CERT. APPD.

DESCRIPTION
125

STEEL PIPE (REFER NOTE-18) NO.

5
180x130x15mm THK.

20
M.S. PLATE (REFER DRAWING COMPLETION CERTIFICATE (DCC):

)
400

TYP.
140

50

ON
5NOs. {10 TIES (REFER NOTE-6 & 7)

NFORMATI
100

(
NOTE-4) 50mm{ GALVANISED RIGID

40
| OF FOUNDATION & {50 STEEL PIPE (REFER NOTE-18)
250
500

500

)
50

1000

TYP.

GALVANISED RIGID STEEL PIPE 4NOs. {16 VERTICAL BARS

50

(REFER NOTE-18)

130
(REFER NOTE-4)

80
(
140

THE I
250x250x10mm THK. M.S.
AZI K.S 1:7500
DRAWN BY CHECKED BY SCALE:

40
PLATE (REFER NOTE-6 & 7)
400

12-04-2023
125

DATE STARTED DATE COMPLETED

85

AND
OPR'G. DEPT. ENG. DEPT.

20
| OF 50mm{ GALVANISED RIGID
125 250 125
STEEL PIPE (REFER NOTE-18) THIS DRAWING IS NOT TO BE USED FOR CERTIFIED

NG
100

500
FF VIEW CONSTRUCTION OR FOR ORDERING

DRAW I
MATERIAL UNTIL CERTIFIED AND DATED BY DATE
| OF 50mm{ GALVANISED RIGID
| OF FOUNDATION & {50
- SCALE N.T.S
STEEL PIPE (REFER NOTE-18)
GALVANISED RIGID STEEL PIPE 180x130x15mm THK. DETAILS OF ACCESS ROAD WARNING SIGNS (PORTION-I)
(REFER NOTE-18) 02 DETAIL-02 M.S. PLATE (REFER
CONSTRUCTION OF 132kV D/C OHTL BETWEEN NEW
-

S
SCALE N.T.S NOTE-6 & 7)

THI
AL-BAHA BSP 380/132/13.8kV AND EXISTING BAHA TOWN 132kV S/S
AA VIEW (BREAKAWAY CONNECTION) DD VIEW SAUDI ARABIA
AL-BAHA
- SCALE N.T.S - SCALE N.T.S
CC VIEW CONTRACT NO. JOB ORDER NO. INDEX PLANT NO. DRAWING NUMBER SHEET NO. REV. NO.

- SCALE N.T.S
4400016918 - S BAH118 SA-0224311 01 of 01
00
NG-A (2012/01)

EDMS VECTOR NGA00