DRAWINGS
OVERALL
DRAWING.
ROAD
KEY
PAVING
PLAN
RA-614091
RA-641030
DETAILS
& DWG. LIST RA-614201
LANDSCAPING
RA-614268 (SHT. 007)
327909.8200
TON
50
TON
TON
50
50
TON
TON
50
50
TON
TON
50
11. FOR LANDSCAPING AREA DETAILS WITHIN THE
LANDSCAPING ZONES SPECIFIED IN PAVEMENT
DRAWINGS (LIKE KERBS, PAVEMENT STRIP, GRAVEL
AND OTHER MATERIALS), REFER RA-614062 ,
RA-614063, RA-614070 TO RA-614076 &
RA-614139 LANDSCAPING DRAWINGS..
REF.
UPV
Test
IN
METRES
UNLESS
NOTED
ALL LEVELS ARE RELATIVE TO CHART DATUM
DETERMINED AT THE TIDAL GAUGE RAK-1 IN THE
EXISTING RAS AL KHAIR PORT. ±0.000 CD (m)= LAT.
4.
THE CONCRETE POURING SEQUENCE SHALL BE
REFERRED AS PER THE DETAILS GIVEN IN DESIGN
DRAWING RA-614030. IN CASE OF ANY CHANGE IN
SEQUENCE, SAME SHALL BE GET APPROVED FROM
ENGINEER IN CHARGED/COMPANY.
5.
THE ROAD AND PAVING MATERIAL SPECIFICATION
RE-614007 SHALL BE REFERRED FOR ALL THE
MATERIALS. ANY DEVIATION SHALL BE APPROVED
ENGINEER IN CHARGE/COMPANY
BY
EASTING
OUT
POINT
328651.3200
3046226.5110
P202
328659.3200
3046226.5087
P203
328650.8200
3046380.5110
P204
328659.3200
3046380.5110
FOR PAVING LEVELS,
LAYOUT DRAWING.
RELEVANT
GRADING
7.
FOR GRADING LAYOUT AND COMPOSITE UTILITY
NETWORK, REFER RESPECTIVE DRAWING PACKAGES.
FOR DRAWING NUMBERS, REFER RA-614091 (SHT 001
& 002).
8.
FOR ROAD LAYOUT, SETTING OUT, MARKINGS AND
TRAFFIC SIGNS, KERBS AND BARRIER LAYOUT,
REFER RESPECTIVE ROAD PACKAGE DRAWINGS. FOR
DRAWING NUMBERS, REFER RA-614201 (SHT 001 &
002).
EXTRA HEAVY DUTY STONE 35 t/m² TYPE 1A
CRUSHED STONE SURFACE-10,000 SA TYPE 1B
EXTRA HEAVY DUTY CONCRETE 35 t/m² TYPE 2
0A1
DUTY
CONCRETE
20
WITH
SKID
OVER
DUTY
CONCRETE
10
MEDIUM
DUTY
CONCRETE
5
ASPHALT;
10
STONE
t/m² -
4
t/m² -
TYPE
5
MSA
TYPE
6
CYCLE
WAY
-
ASPHALT
-
TYPE
9
CYCLE
WAY
-
ASPHALT
-
TYPE
10A
-
AREA
TYPE
MAIN
ROAD
3A
BEAMS
(SHT. 001 & SHT. 003)
MEDIUM
TYPE
DWG NO. RA-614263
0A1
t/m² -
-
GENERAL ROADS - ASPHALT; 5 MSA TYPE 7A
GENERAL ROADS - CONCRETE; 5 MSA TYPE 7B
ABNORMAL ACCESS ROADS - ASPHALT;
5 MSA - TYPE 7C
LIGHT ROADS & CAR PARKS - ASPHALT;
0.5 MSA - TYPE 8
FOOTPATH
MEDIAN
-
SHARED
REFER
-
TYPE
TYPE
PATH
10B
11A
-
TYPE
11B
MEDIUM
DUTY
CONCRETE
20kPA
-
TYPE
12
MEDIUM
DUTY
CONCRETE
80kPA
-
TYPE
13
LANDSCAPING
QUAY WALL
STRUCTURE
P201
PAVING
/
BUILDINGS
SETTING
OUT
/
PILED
POINT
FOR
B306
B102
REFER
LEGEND:
NORTHING
P201
6.
CONTINUATION
B102
ZONE LIMIT N 3046380.5110
1775
B302-2
ARE
HEAVY DUTY CONCRETE
20 t/m² - TYPE 3B
HEAVY DUTY CONCRETE
20 t/m² - TYPE 3C
A305
1627
ZONE LIMIT N 3046226.5110
(SHT. 007 & SHT. 009)
REFER DWG NO. RA-614265
A122-1
ALL COORDINATES ARE BASED ON THE AIN AL ABD
1970 ON THE INTERNATIONAL (HAYFORD 1924)
SPHEROID. GRID COORDINATES ARE LISTED ON THE
UTM PROJECTION, ZONE 39 N AND CENTRAL
MERIDIAN 51°E.
HEAVY
1744
A+B
FOR CONTINUATION
(TYP)
BEAM
CRANE
Core
Test
PAVING SETTING
CRANE BEAM (TYP)
FOR CONTINUATION
B302-1
NO. RA-614263
REFER DWG
N
LIMIT
B505-1
ZONE
A302-9
FOR CONTINUATION REFER DWG NO.
RA-614263 (SHT. 001 & SHT. 003)
ZONE LIMIT N 3046380.5110
FOR CONTINUATION REFER
DWG NO. RA-614263 (SHT. 001)
2.
10. UTILITY LAYOUTS SHALL BE REFERRED FOR
UTILITIES PENETRATION, EMBED CONDUITS ETC AND
3.
NECESSARY PROVISION SHALL BE MADE BEFORE
POURING OF CONCRETE TO AVOID ANY ABORTIVE
WORK.
(SHT. 001)
3046480.6300
3046226.5110
N
LIMIT
BUS
STOP
BUS
STOP
LAYOUT
1:1000
NOT 05
NOT 05
NOT 05
NOT 05
NOT 05
NOT 05
NOT 05
NOT 05
NOT 05
NOT 05
NOT 05
NOT 05
58x871x604 BU
58x871x604 BU
58x871x604 BU
58x871x604 BU
58x871x604 BU
58x871x604 BU
NOT
NOT
NOT
05
05
05
05
05
05
NOT
NOT
05
05
NOT
NOT
NOT
05
05
05
05
NOT
NOT
NOT
NOT
MODULAR
SUBSTATION
(TYP)
THIS
DRAWING
B505-2
0
10
20
30
40
50
100
B302-3
ZONE
(SHT. 007 & SHT. 009)
TON
DWG NO. RA-614265
TON
REFER
50
CONTINUATION
50
TON
TON
FOR
50
TON
TON
50
50
TON
TON
50
50
50
328101.8200
ALL DIMENSIONS
OTHERWISE.
406x178x85
406x178x85
406x178x85
406x178x85
TON
TON
E
1.
UB
UB
UB
UB
50
50
406x178x85
SCALE
TON
UB
406x178x85
SH 001
ZONE B PAVING
TON
UB
-
50
TON
TON
ZONE LIMIT
MATCH LINE A-A E 328172.6019
50
30
30
BUS
SHELTER
406x178x85
406x178x85
B406
B205-1
FOR SETTING OUT POINT (SOP) OF BUILDINGS &
OTHER FACILITIES, REFER ZONAL MASTER PLAN /
SITE PLANS OF RESPECTIVE BUILDINGS. IF ANY
DISCREPANCY IS NOTED , SAME SHALL BE GET
VERIFIED BY DESIGN OFFICE OR ENGINEER IN
CHARGE.
12. IN CASE OF ANY DISCREPANCY IN THE DETAILS
INCLUDING LEVELS, SAME SHALL BE GET VERIFIED
BY DESIGN OFFICE OR ENGINEER IN CHARGE.
E 328172.6019
UB
UB
B405
B205-2
TO
MATCH LINE A-A
50
ZONE LIMIT E
RA-614062
RA-641063
9.
TON
STANDARD
DRAWING LIST
TON
RA-615178
ABBREVIATION
NOTES:
50
GENERAL NOTES AND
ROAD AND PAVING
0A1
50
RA-614261
TON
OVERALL LAYOUT
PAVING AND SURFACING PLAN
TON
RA-614084
LAYOUT
THE PAVEMENT CONSTRUCTION SHALL BE STARTED
ONLY AFTER THE CONSTRUCTION OF FOLLOWINGS:
A. COMPLETE INSTALLATION i.e. LAYING OF THE
UTILITIES/MEP PITS INCLUDING FOUNDATION AND
ANY CONNECTIONS.
B. CONSTRUCTION OF THE BUILDINGS FOUNDATIONS.
C. CONSTRUCTION OF THE TOWER CRANE AND CRANE
BEAMS FOUNDATIONS INCLUDING TURNOVER PITS
AND SLOTS.
D. CONSTRUCTION OF ALL THE MAJOR/MINOR
FOUNDATIONS WORKS LIKE MODULAR SUB-STATION,
CAPACITOR BANK, DIESEL GENERATOR, SIGN
POSTS, SIGNAL FOUNDATIONS, TURNSTILES,
BOLLARDS, KERBS, GATE EQUIPMENTS, FENCE,
GATES ETC. THE RELEVANT INTERFACE DRAWINGS
FOR ABOVE FOUNDATION WORKS SHALL BE
REFERRED.
50
MASTER PLAN
ZONE B
SEQUENCE:
50
RA-614081
TON
MASTER PLAN LAYOUT
ZONE & PACKAGE BOUNDARIES
OVERALL KEY PLAN AND
CIVIL WORKS LAYOUT
FOR CONTINUATION REFER DWG NO. RA-614265 (SHT. 004) &
CONSTRUCTION
50
AH
K
K
MA
REFERENCE
1:1000
B505-3
0A1
25-00053-0005-305
P203
P201
TON
TON
NOT 05
50
50
UB
406x178x85
NOT
05
P202
P204
MATCH LINE E 328669.8200
SGU
04/12/20
0A1
UFA
04/12/20
04/12/20
ISSUED FOR CONSTRUCTION
25-00053-0005
SH 001
ZONE B
SCALE
PARTIAL
PAVING LAYOUT
PAVING
1:1000
B505-1,
OFFSHORE
RAS
AL
B000 962
LAYOUT
GAP
505-2,
SUPPORT
505-3
VESSELS
KHAIR
S
RA-614264
001 0A1
CAD