KEY PLAN

N
1
D W E

1350 3100 1350 5800 S

B
1

1
400 1550 1900 1550 400

A
1
1750 2300 1750
A A 8462
1 1
400

825 525 3100 500 3100 1100 400

400

ACCESS ROAD
BOUNDARY LINE

BOUNDARY

LINE
1100

BOUNDARY LINE
CAPS A09

BOUNDARY LINE
3433m
2

825 525 500 1500 500 600 500 1750 550 800 400 700 400
DET-A
1600

500 350

700 350

350

350
800 400

850

850
3124

7.5mTOWARDS
PAVEMENT
2%
JSWM-ACM-XX-OF-DR-SE-20110
BOUNDARY
REFER
JSWM-ACM-XX-OF-DR-SE-20103
RETAINING
WHERE
EDGING
TRANSFORMER
WIDE
TO
SURFACED
TODETAILS
DWG.
SURFACED
EDGE:
WALL
LAYER
BE
FENCE
DISCHARGE
CONSTRUCTED.
TO
AND
AREA
INBE
DRAWING
AREA
PAVING
CONSTRUCTED.
PROTUDES
LEVEL
CHANNEL)
(SUPPORTIVE
SLOPED
WITHABOVE
NGL,
AT CONCRETE
NGL, ROCK
THROUGH
(SEE
1.
2.
3.
FOR
STRUCTURES
SURROUNDING
RETAINING
REFER
JSWM-ACM-XX-OF-DR-SE-20201
JSWM-ACM-XX-OF-DR-SE-20202
JSWM-ACM-XX-OF-DR-SE-20102
DETAILS
TABLE
LINED
TO REVETMENT
DWG:
DWG.
EDGE.
3)
CHANNEL
ON
RESPECTIVELY.
FENCE
JSWM-ACM-XX-OF-DR-SE-20110
TYPE TO
1A, BE
TYPE
PLACED
1B, TYPE
ON 2

JSWM-ACM-UXXX-SW-DR-CE-15066
CORRIDOR
ASPHALT
CIVIL SURFACING
FOR TO
ENGINEER'S
CONSTRUCTED TYPICAL
3.0m WIDE
DETAIL. LAYERWORKS
ACCESS
AND REFER TOAND
DETAIL AS PER
DRAWING
ROAD
2.4
7.0
CORRIDOR
SPECIFICATIONS. 5.6
5.3
4.0
0.8
(SEE TABLE
POINTCONTROL
ABOVEGROUND
GATE
MCC/
600mm REF.
OFF 3 2) PANEL
THE MOUNTED
GROUND 5.9
POINT REF. 4
300

PLATFORMED AREA

OUTFALL
7.0 6.0
0.8
8.9
POINT REF. 2

STRUCTURE
MARINE
(SEE TABLE 1)
0.8
5.9
POINT REF. 1

1000 380 800 400 600

350

2230
550

GENERAL NOTES:
E 125 E
1 1
2750 1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED.
1350
2300

DO NOT SCALE.

4850
1750

300
700 500 600 500 376 700

REINFORCED CONCRETE:
F F
B B

1900
1 1
9550

2. NOT-WITHSTANDING THE ENVIRONMENTAL CLASSIICATION,

1 1

7550
500

CONCRETE COVER TO REINFORCEMENT SHALL NOT BE LESS THAN

750 500

75 mm FOR ANY & ALL REINFORCEMENT U.N.O.

G 1250 G 3. REINFORCEMENT SHALL BE EPOXY COATED DEFORMED TYPE 2

2445
1 1 BARS WITH MINIMUM YIELD STRENGTH OF 420 N/mm2.

620
4. CONCRETE TO BE GRADE 35/45 WITH MINIMUM 28-DAY CYLINDER
COMPRESSIVE STRENGTH OF 35MPa.
9550

1187 413
700
3100

2620

2370
2000

875 350

350
1300
4950

1900
600 600 DET-A
1300

700

700
500

C C 350 350 350 350 ABBREVIATIONS

1350

1 1 75mm BLINDING
CONCRETE SD = STORM DRAINAGE GL = GROUND LEVEL
350

350
850

GW = GROUND WATER ST = STATION

350

950 400 3100 500 4200 400 100 500mm crushed stone MH = MANHOLE IL = INVERT LEVEL
750 1400 1500 1400 750 9550 CB = CATCH BASIN E = EASTING
PRD = PERPENDICULAR ROAD DRAIN N = NORTHING
400 400 400 2100 800 2100 400 Drawing No Drawing Title
2100 800 2100 5800 References: JSWM-ACM-XX-OF-DR-SE-20201 FLOOR & ROOF PLAN LAYOUTS
B

A
C

1
1

1
D
SECTION-E SECTION-D REV. ISSUING DATE DESCRIPTION
REV.00 27-04-2025 Issued for approving plan & profile
APPROVED BY

1 : 100 1 : 100
PROJECT TITLE:
JEDDAH STORM WATER AND SUB SURFACE WATER
DRAINAGE SOLUTION For AREA ( A ) - AL SHERAA-PAKAGE3

OWNER:
5800
5800
5800 400 5000 400 KINGDOM OF SAUDI ARABIA
400350 1400 350 800 350 1400 350400 400 1200 1300 1300 1200 400 4000 5000 0400
Jeddah
Municipality
350
850

850

1050

600 600 600

1000

CONSULTANT: STAMP:
1000 380 800 400 600

700
700 500
700
4100

DET-B
2750

2000 400 2000

5550
4000

500 1000 400

DATE:
CONTRACTOR:
6500
7550
500

75mm BLINDING
CONCRETE 1500 1000 800 1000 1500
1320

700
700

500mm crushed stone

APPROVAL CODE DESCRIPTION SIGNATURE
A APPROVED
75mm BLINDING
APPROVED WITH COMMENTS
CONCRETE 500 1000 500 B
RESUBMIT
C REVISED & RESUBMIT
500mm crushed stone D REJECTED
SUB. CONTRACTOR:
700

ROCK DRILLERS
75mm BLINDING DETAIL-A FOR CONTRACTING
CONCRETE
SCALE 1 :100

SECTION-C SECTION-B 500mm crushed stone

DRAWING TITLE:
LA07 OUTFALL
1 : 100
400 5000 400 MARINE OUTFALL STRUCTURES
1 : 100 TYPE-1A GENERAL DRAWING FOR
5800 DRAINAGE SOLUTIONS 1/6

PROJECT NUMBER: 001/7513/04/00/4

CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY:
SECTION-A WE CERTIFY THAT THE SUBMITTAL HAS BEEN REVIEWED & CHECKED
DRAWN BY:
ARCH. CIVIL/ STRC. ELEC. MECH.

1 : 100 AND APPROVED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS

SUBMITTAL NO.: JSW-CW-SHRA-SDW-CI-0098
SHEET NO : 1 of 6 REV. NO.: 00
CONTRACTOR SIGNATURE SCALE: 1 : 100