Prepared for:
George Airport
Airports Company South Africa
REHABILITATION OF ALPHA TAXIWAY AND OTHER AIRSIDE
INFRASTRUCTURE AT GEORGE AIRPORT
GRJ19/2017
PROJECT WORKS DRAWINGS
VOLUME 4
Prepared by:
Delta Built Environment Consultants (Pty) Ltd
LIST OF DRAWINGS
DRAWING NUMBER
LIST OF DRAWINGS
DRAWING DESCRIPTION
LIST OF DRAWINGS
REVISION
P15108-TN-01-LOD-001 REV A
GENERAL
LIST OF DRAWINGS
DRAWING NUMBER DRAWING DESCRIPTION REVISION
TYPICAL DETAILS
REV AGENERAL AIRPORT LAYOUTP15108-TN-01-GN-001
STORMWATER
REV ACONSTRUCTION AREA LAYOUTP15108-TN-01-GN-002
REV AEXISTING SERVICES LAYOUTP15108-TN-01-GN-003
REV AAPRON AREA LAYOUTP15108-TN-01-GN-004
REV AREHABILITATION LAYOUTP15108-TN-01-GN-005
REV AEXISTING STORMWATER LAYOUTP15108-TN-01-SW-001
REV ATYPICAL DETAILS FOR REHABILITATIONP15108-TN-01-TD-001
ELECTRICAL
REV ASCHEMATIC LAYOUT - WORKS PHASINGP15108-TN-01-GN-006
ROADS
REV APAINT MARKING LAYOUTP15108-TN-01-RDPM-001
REV APAINT MARKING DETAILSP15108-TN-01-TD-002
REV AAIRFIELD LIGHTING - ELECTRICAL CAN AND BASE DETAILSP15108-TN-01-ELE-501
REV AELECTRICAL LIGHTING LAYOUT FOR EDGE LIGHTSP15108-TN-01-ELE-901
REV ATEMPORARY CLOSUREP15108-TN-01-TD-003
EXISTING LIGHTING TO BE TAKEN OUT AND REPLACEDP15108-TN-01-ELE-902 REV A
REV ASUBSOIL DRAINAGE DETAILSP15108-TN-01-SWD-001
REV APAVEMENT DESIGN SHEET 1 OF 2P15108-TN-01-TD-004
REV APAVEMENT DESIGN SHEET 2 OF 2P15108-TN-01-TD-005
GEOMETRY OF ALPHA TAXILANE REPAIRS AND SUBSOIL DRAINAGEP15108-TN-01-SW-002 REV A
REV ATYPICAL GRID INLET DETAILSP15108-TN-01-SWD-002
REV ASUBSOIL DRAIN 1 LONGITUDINAL SECTIONP15108-TN-01-SWLS-001
REV ASUBSOIL DRAIN 2 LONGITUDINAL SECTIONP15108-TN-01-SWLS-002
REV ATYPICAL SLEEVE AND MANHOLE DETAILSP15108-TN-01-TD-006
STORMWATER LAYOUTP15108-TN-01-SW-003 REV A
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-LOD-001 REV A_LIST OF DRAWINGS
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
LIST OF DRAWINGS
METER
JUNE 2016 AS SHOWNM MAREGERE
C D VILLIERS M MAREGERE P AGEMA
9470025
P15108-TN-01-LOD-001
A
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
Client
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
RUNWAY
TERMINAL BUILDING
TO
MO
SS
EL B
AY
T
O
G
E
O
R
G
E
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-GN-001 REV A GENERAL LAYOUT
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
GENERAL AIRPORT
LAYOUT
METER
21-01-2016 AS SHOWNC D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-GN-001
A
GENERAL LAYOUT
SCALE 1:4500
LOCALITY PLAN
SCALE 1:50 000
GEORGE
AIRPORT
TO K
NYSNA
N2
TO
M
O
S
S
E
L B
A
Y
PIET AGEMA 08-11-2017
A 08-11-2017 ISSUED FOR TENDER PA
Client
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
LIMIT
OF C
ONSTRUCTIO
N
LIMIT
OF C
ONSTRUCTIO
N
LIMIT
OF C
ONSTRUCTIO
N
ALP
HA
TA
XIW
AY
A
L
P
H
A
T
A
X
I
W
A
Y
1
ALP
HA
TA
XIW
AY
ALP
HA
T
AX
IW
AY
3
ALP
HA
T
AX
IW
AY
2
ALPHA
TAXILANE
(ASPHALT)
ALPHA
APRON
(CONCRETE)
SERVICE
ROADS
RU
NW
AY
RU
NW
AY
BR
AV
O
CH
AR
LIE
OLD
R
UN
WA
Y
FIR
E S
TA
TIO
N
TA
XIW
AY
F
IR
E S
TA
TIO
N
FUELING
AREA
CONTRACTOR'S
SITE CAMP
ACCESS GATE FOR
CONSTRUCTION
E
N
S
U
R
E
A
5
m
C
L
E
A
R
A
N
C
E
B
E
T
W
E
E
N
T
H
E
F
A
N
C
E
&
R
O
A
D
.
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-GN-002 REV A CONSTRUCTION AREA LAYOUT
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
CONSTRUCTION AREA
LAYOUT
METER
21-01-2016 1:3000C D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-GN-002
A
ALPHA 1 / 3 TAXIWAY
ALPHA TAXIWAY 2
ALPHA TAXILANE
ALPHA CONCRETE APRON
SERVICE ROADS
PIET AGEMA 08-11-2017
CONSTRUCTION AREA LAYOUT
SCALE 1:3000
A 08-11-2017 ISSUED FOR TENDER PA
OLD RUNWAY
CHARLIE
BRAVO
TAXIWAY FIRE STATION
Client
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-GN-003 REV A EXISTING SERVICES LAYOUT
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
EXISTING SERVICES
LAYOUT
METER
21-01-2016 1:4000C D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-GN-003
A
SEWER PIPES
CONTROL CABLES
STORMWATER PIPES
ELECTRICAL CABLES
LIGHTING BUFFER
SEWER NODES BUFFER
STORMWATER NODES BUFFER
DUCTS
WATER MAINS
WATER NODES BUFFER
FUEL NODES BUFFER
FUEL PIPES
FUEL TANKS
PIET AGEMA 08-11-2017
EXISTING SERVICES LAYOUT
SCALE 1:4000
A 08-11-2017 ISSUED FOR TENDER PA
Client
X
X
X
X
X
X
X
X
X
X
X
X
X
X
O NM L
K JI H
G F ED C
B A
1
3
5
7
9
11
13
15
17
2
4
6
8
10
12
14
16
18
P
O
N
M
L
K
J
I
H
G
F
E
D
C
B
A
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
67
66
69
71
70
68
P
TERMINAL
BUILDING
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-GN-004 REV A APRON AREA LAYOUT
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
APRON AREA
LAYOUT
METER
21-01-2016 1:500C D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-GN-004
A
PIET AGEMA 08-11-2017
APRON AREA LAYOUT
SCALE 1:500
A 08-11-2017 ISSUED FOR TENDER PA
Client
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
RU
NW
AY
LIMIT
OF C
ONSTRUCTIO
N
LIMIT
OF C
ONSTRUCTIO
N
LIMIT
OF C
ONSTRUCTIO
N
35mm ONLY
A
A
1
A3
RU
NW
AY
35mm ONLY
50mm
A2
A5
A4
9m WIDE,
320m LONG
A1
A6
A2
A3
LIMIT OF CONSTRUCTION IS IN
BETWEEN PARKING BAY A4 AND A5
(STAND EDGE LINE BETWEEN
STAND A4 AND A5)
BR
AV
O
CH
AR
LIE
OLD
R
UN
WA
Y
ALPHA TAXIWAY
FUELING
AREA
FIR
E S
TA
TIO
N
TA
XIW
AY
F
IR
E S
TA
TIO
N
A
REFER TO
DETAIL 2
REFER TO
DETAIL 1
29
11
9.0m
22.0m
N.G.L N.G.L
50mm MILL AND REPLACE
35mm MILL AND REPLACE 35mm MILL AND REPLACE
6.5m 6.5m
TA
XIW
AY
A
3
1950
2000
2
0
5
0
2
1
0
0
2150
2200
2250
2260
RU
NW
AY
9.000
1960
HOLDING MARKINGS
2130
2180
TAXIWAY REBUILD AREA
CH 2130 - CH 2180
TA
XIW
AY
RE
BU
ILD
AR
EA
CH
2192 -
CH
2260
TAXIWAY BASE REPAIR
50mm CONTINUOUSLY GRADED MEDIUM GRADE
ASPHALT SURFACING, MODIFIED BINDER
60mm CONTINUOUSLY GRADED ASPHALT BASE
300m x 9m WIDE.
29
1
5
.
0
0
0
5
.
0
0
0
5
.0
0
0
7
.
5
0
0
A3
A3 LEAD IN LINE
MILL & REPLACE 50mm
MILL & REPLACE 50mm
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-GN-005 REV A REHABILITATION LAYOUT
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
REHABILITATION LAYOUT
METER
21-01-2016 1:3000C D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-GN-005
A
MILL AND REPLACE 50mm/35mm
N.T.S (VERTICAL SCALE EXAGGERATED FOR CLARITY)
MILL AND REPLACE 35/50mm
REBUILD APRON TL AROUND CL
SP2000 AND CRACK SEAL
FOG SPRAY AND CRACK SEAL
RESEAL JOINTS ON CONCRETE APRON
PIET AGEMA 08-11-2017
A 08-11-2017 ISSUED FOR TENDER PA
MILL AND REPLACE 35mm
SCALE 1:500
TAXILANE A3
DETAIL 2
SCALE 1:1000
TAXIWAY A3
DETAIL 1
Client
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
LIMIT
OF C
ONSTRUCTIO
N
LIMIT
OF C
ONSTRUCTIO
N
LIMIT
OF C
ONSTRUCTIO
N
RU
NW
AY
RU
NW
AY
STAND
A1
S
T
A
N
D
A
2
S
T
A
N
D
A
3
S
T
A
N
D
A
4
S
T
A
N
DA
5
S
T
A
N
D
A
6
PH
AS
E 1
A
PH
AS
E 2
TAXIWAY
HOLDING
MARKING
TAXIWAY
HOLDING
MARKING
CAT 1
HOLDING
MARKING
CAT 1
HOLDING
MARKING
TAXIWAY
HOLDING
MARKING
PH
AS
E 1
B
PH
AS
E 1
C
NIG
HT
W
OR
K
S
T
A
R
T
O
F
S
E
Q
U
E
N
C
E
O
F
P
H
A
S
I
N
G
SEE NOTE
POINT 1
N2
NIGHT WORK
AREA = 1963m²
N4
NIGHT WORK
AREA = 3550m²
N5
NIGHT WORK
AREA = 5942m²
N3
NIGHT WORK
AREA = 1709m²
N1
NIGHT WORK
AREA = 33906m²
N6
NIGHT WORK
AREA = 3742m²
56.000 m
in
56.000 m
in
BR
AV
O
CH
AR
LIE
OLD
R
UN
WA
Y
FIR
E S
TA
TIO
N
ALPHA TAXIWAY
TA
XIW
AY
F
IR
E S
TA
TIO
N
FUELING
AREA
ACCESS GATE FOR
CONSTRUCTION
CONTRACTOR'S
SITE CAMP
14.00
17.00
N
I
G
H
T
W
O
R
K
PHASE 1E
PH
AS
E 1D
PHASE 1F
PHASE 1G
PHASE 1H
A
L
P
H
A
1
ALP
HA
2
ALP
HA
3
ALPHA TAXIWAY
11
29
CLOSING OF STAND A1
TO COINCIDE WITH
PHASE 1E
E
N
S
U
R
E
A
5
m
C
L
E
A
R
A
N
C
E
B
E
T
W
E
E
N
T
H
E
F
A
N
C
E
&
R
O
A
D
.
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-GN-006 REV A SCHEMATIC LAYOUT - WORKS PHASING
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
SCHEMATIC LAYOUT
WORKS PHASING
METER
21-01-2016 1:3000C D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-GN-006
A
PHASE 1
N.T.S
WORKS PHASING
SCHEMATIC LAYOUT
PHASE 2
1 STAND CLOSED AND REPAIRED.
NO MULTIPLE STANDS CLOSED AT
THE SAME TIME FOR REMEDIAL
WORK.
NIGHT WORK - (48903m²)
PIET AGEMA 08-11-2017
A 08-11-2017 ISSUED FOR TENDER PA
CONTRACTORS CAMP
NIGHT WORKS
PHASE FACILITY AFFECTED
CONSTRUCTION PERIOD
(DAYS)
AREA
(m²)
DATE
FROM TO
N1 (i)
N2
N3
N4
N5
N6
PORTION OF TAXILANE A1 NEXT
TO RUNWAY 11
PORTION OF TAXIWAY A3 NEXT TO
RUNWAY 29
RESURFACING OF INTERSECTION AT
TAXIWAY A & B
33905
1963
1709
3550
5942
3742
69
7
6
6
6
6
2018-03-15
2018-06-20
2018-06-29
2018-07-09
2018-07-17
2018-07-26
2018-06-19
2018-06-28
2018-07-06
2018-07-16
2018-07-25
2018-08-02
DAY WORKS
PHASE FACILITY AFFECTED
CONSTRUCTION PERIOD
(DAYS)
AREA
(m²)
DATE
FROM TO
1B
1C
2
1D
1E
AIRAC SUPPLIMENT EFFECTIVE
13924
2722
2526
15163
5721
2501
31
6
6
34
4
6
2018-03-01
2018-04-27
2018-05-07
2018-05-15
2018-07-06
-
2018-05-04
2018-05-14
2018-05-18
2018-07-13
4048 5 2018-07-16 2018-07-20
1F
1G
1H
TAXIWAY A TO BE RESURFACED
BETWEEN TAXIWAYS B & C
CLOSED CROSS RUNWAY NORTH OF
TAXIWAY A CRACK SEALING AND
REJUVENATION APPLICATION.
1A
TAXIWAYS A1 & A BETWEEN RUNWAY 11
AND TAXIWAY B TO BE RESURFACED
2018-03-15 2018-04-26
NOTE:
PHASING OF THE WORKS MAY CHANGE DUE TO UNFORSEEN REASONS BEING FROM AN AIRPORT POINT OF
VIEW OR POSSIBLE ALTERNATIVE APPROACH TO CONSTRUCTION METHODS OR FURTHER MICRO PHASING.
TAXIWAY A TO BE RESURFACED
BETWEEN TAXIWAYS C AND
THE CLOSED CROSSED RUNWAY
APRON TAXILANE LEADING TO
STAND A1 TO BE REJUVENATED
TAXIWAY A BETWEEN THE APRON AND
RUNWAY 29 TO BE RESURFACED
CRACK SEALING, REJUVENATION AND
RESURFACING OF EQUIPMENT STAGING
AND AIRSIDE ROAD BETWEEN THE APRON
AND TERMINAL
92 2018-03-15 2018-07-20
MAIN
APRON
REPAIRS, CRACK SEALING AND JOINT
REPLACEMENT ON MAIN APRON. CLOSURE
OF STAND 1 TO COINCIDE WITH PHASE 1E.
NOTE: ONE APRON BAY WILL CLOSED
AT A TIME.
TAXIWAY A2 UP TO THE MAIN APRON TO BE
RESURFACED, REJUVENATOR APPLICATION
OF THE APRON TAXILANE AND THE
RECONSTRUCTION OF THE MIDDLE SECTION
(9m WIDE) OF THE APRON TAXILANE
RESURFACING OF INTERSECTION AT
TAXIWAY A & C
RESURFACING, CRACK SEALING AND
REJUVENATION OF EQUIPMENT STAGING
AREA AND AIRSIDE ROAD BETWEEN THE
MAIN APRON AND TERMINAL BUILDING
AIRAC EXPIRY DATE
- 2018-08-07
NOTE:
1. MICROPHASING TO BE FINALISED ON SITE DURING
CONSTRUCTION TO ENSURE THAT ALL STAKEHOLDERS
HAVE CONTINUOUS ACCESS WHERE REQUIRED ON THE
LINK TAXIWAYS.
2. PHASING OF THE WORK ALSO TO BE COMMUNICATED
TIMEOUSLY WITH AIRPORT MANAGEMENT, ATC, AND
RELEVANT STAKEHOLDERS. IT MAY REQUIRE LOCALISED
NIGHT WORK AT ENTRANCES.
3. FOR ANY NIGHT WORK TO CONDUCT SCHEDULED
REMEDIAL WORKS CONTACT THE WEATHER BUREAU / ATC
AND OTHERS TO CONFIRM FAVOURABLE CONDITIONS TO
EXECUTE NIGHT WORK.
4. WITH REGARDS TO ALPHA 1, ALPHA 2 AND ALPHA 3, THE
FOLLOWING: 2 OF THE 3 ACCESS WILL BE OPEN TO
TRAFFIC TO MAINTAIN OPERATIONS AND NIGHT WORK TO
BE PLANNED TO ENSURE THAT ACCESS TO TRAFFIC IS
OPEN DURING DAY.
2018-05-21 2018-07-05
Client
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184.0
184.0
1
8
5
.
0
1
8
5
.
0
1
8
5
.
0
1
8
6
.
0
1
8
6
.
0
186.0
1
8
6
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1
8
7
.
0
1
8
7
.
0
187.0
187.0
187.0
1
8
7
.0
1
8
8
.
0
188.0
1
8
8
.
0
188.0
188.0
1
8
9
.
0
1
8
9
.
0
1
8
9
.
0
189.0
1
9
0
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190.0
19
1.0
1
9
1
.
0
1
9
1
.
0
1
9
1
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1
9
2
.
0
1
9
2
.
0
192.0
1
9
3
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193.0
1
9
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.
0
1
9
4
.
0
1
9
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.
0
1
9
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.
0
195.0
1
9
6
.0
1
9
7
.
0
GRID
GRID
SCREW IN CONC MH
GRIDS
GRIDS
GRID
NO NAME
STORMATER
STRUCTURE
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-SW-001 REV A_EXISTING STORMWATER LAYOUT
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
EXISTING STORMWATER LAYOUT
METER
21-01-2016 1:3000C D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-SW-001
A
EXISTING STORMWATER PIPES OUTSIDE
EXISTING STORMWATER NODES OUTSIDE
EXISTING STORMWATER NODES
EXISTING STORMWATER PIPES
SCOPE OF WORKS
SCOPE OF WORKS
EXISTING STORMWATER LAYOUT
SCALE 1:3000
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
Client
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1
8
9
.
0
189.0
190.0
191.0
1
9
1
.
0
1
9
1
.
0
1
9
1
.0
1
9
2
.
0
192.0
1
9
3
.0
1
9
4
.
0
9
.
0
9
.
0
ALPHA APRON
(CONCRETE)
ALPHA TAXILANE
(ASPHALT)
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
S11
S12
9.0
EXISTING
GRID INLET 2
EXISTING
GRID INLET 3
SUBSOIL DRAIN 1
SUBSOILS TO CONNECT
TO EXISTING GRID INLET 1.
ALTERNATIVE CONNECTION
POINT FOR SUBSOIL DRAIN
TO THE EXISTING STORMWATER
NETWORK.
NEW JUNCTION BOX TO BE
CONSTRUCTED TO ALLOW
DRAINAGE OF SUBSOIL INTO
STORMWATER NETWORK.
SUBSOIL DRAIN 2
0
1
0
2
0
3
0
4
0
5
0
6
0
7
0
8
0
9
0
1
0
0
1
1
0
1
2
0
1
3
0
1
4
0
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
2
2
0
2
3
0
2
4
0
2
5
0
2
6
0
270
280
290
300
310
320
330
340
350
360
370
380
387
0
1
0
2
0
3
0
4
0
5
0
6
0
7
0
8
0
9
0
1
0
0
1
1
0
1
2
0
1
3
0
1
4
0
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
2
2
0
2
3
0
2
4
0
2
5
0
2
6
0
270
280
290
300
310
320
331
CLEANING EYE
CLEANING EYE
CLEANING EYE
CLEANING EYE
CLEANING EYE
CLEANING EYE
CLEANING EYE
CLEANING EYE
450Ø PIPE
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-SW-002 REV A_GEOMETRY OF ALPHA TAXILANE REPAIRS AND SUBSOIL
DRAINAGE
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
GEOMETRY OF ALPHA TAXILANE
REPAIRS AND SUBSOIL DRAINAGE
METER
21-01-2016 1:3000C D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-SW-002
A
EXISTING STORMWATER NODES
EXISTING STORMWATER PIPES
SUBSOIL DRAINAGE LAYOUT
SCALE 1:1000
S1
S10
S11
S12
S2
S3
S4
S5
S6
S7
S8
S9
57260.244
57143.357
57115.371
57112.612
57263.190
57262.720
57258.322
57250.903
57238.225
57220.736
57198.397
57171.620
3763923.944
3764165.529
3764180.123
3764185.839
3763930.390
3763967.560
3763998.440
3764028.163
3764060.221
3764090.287
3764118.358
3764145.137
ALPHA TAXILANE - COORDINATE LIST
NAME Y-COORD X-COORD
INLET 1 57207.827
57175.275
57136.337
3764109.122
3764127.752
3764149.461
COORDINATE LIST
NAME Y-COORD X-COORD
GRID INLET TO BE RECONSTRUCTED
INLET 2
INLET 3
NEW SUBSOIL DRAIN
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
CENTER OF RECONSTRUCTION OF
REBUILD ALPHA TAXILANE AROUND CL
NOTES
FOR LAYERWORKS REFER TO DRAWING:
P15108-TN-01-TD-005_PAVEMENT DESIGN SHEET 2 OF 2
Client
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
RU
NW
AY
LIMIT
OF C
ONSTRUCTIO
N
LIMIT
OF C
ONSTRUCTIO
N
A
A
1
TA
XIW
AY
A
3
RU
NW
AY
35mm ONLY
50mm
A5
A4
A1
A6
A2
A3
BR
AV
O
CH
AR
LIE
OLD
R
UN
WA
Y
ALPHA TAXIWAY
A
REFER TO
DETAIL 1
29
11
1500
1550
1650
1700
1750
1800
1850
1900
1950
2000
2
0
5
0
2
1
0
0
2150
2200
2250
2260
1500
1550
1650
1700
1750
1800
1850
1900
1950
2000
2
0
5
0
2
1
0
0
2150
2200
2250
2260
NEW V-DRAIN CHANNEL
TO CONNECT TO EXISTING
GRID INLET
FLO
W
FLO
W
EXISTING
GRID INLET
EXISTING GRID INLET
EXISTING
GRID INLET 2
EXISTING
GRID INLET 3
SUBSOILS TO CONNECT
TO EXISTING GRID INLET 1.
450Ø PIPE
EXISTING GRID INLET TO BE
DEMOLISHED LOWERED AND
NEW GRID INLET TO BE CONSTRUCTED.
SURROUNDING AREA TO BE SHAPED
TO FINAL COVER LEVEL
OF GRID INLET
TA
XIW
AY
A
3
1900
1950
2000
2
0
5
0
2
1
0
0
2150
2200
2250
2260
RU
NW
AY
29
1900
1950
2000
2
0
5
0
2
1
0
0
2150
2200
2250
2260
FLO
W
FLOW
NEW V-DRAIN
CHANNEL 2
CONNECT NEW V-DRAIN
TO EXISTING GRID INLET
EXISTING GRID INLET
EXISTING GRID INLET
HIGH POINT
NEW V-DRAIN CHANNEL 1
TO CONNECT TO EXISTING
GRID INLET
EXISTING STORMWATER PIPE
FLOW
TYPICAL V-DRAIN CHANNEL 1
SCALE 1:25
5%
5%
3m 3m
1.2m
CONCRETE LINED
CHANNEL
EARTH CUT
0.150m
0.1
50
m
TYPICAL V-DRAIN CHANNEL 2
SCALE 1:25
5%
5%
3m 3m
EARTH CUT
0.1
50
m
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-SW-003 REV A_STORMWATER LAYOUT
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
STORMWATER LAYOUT
METER
21-01-2016 1:3000C D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-SW-003
A
SCALE: N.T.S
STORMWATER LAYOUT
PIET AGEMA 08-11-2017
A 08-11-2017 ISSUED FOR TENDER PA
SCALE 1:1000
TAXIWAY A3
DETAIL 1
NEW V-DRAIN CHANNEL
EXISTING STORMWATER SYSTEM
Client
SUBSOIL TRENCH DETAIL
ON SURFACED AREAS
SCALE 1:10
DE
PT
H A
S P
ER
LO
NG
S
EC
TIO
N
800
100
150
250
BIDIM A4 OR SIMILAR
COARSE GRADE CRUSHED STONE
150mm HDPE PERFORATED PIPE
2 50mm
500
300
CUT BACK ASPHALT
2 50mm
CONTINUOUSLY GRADED, MEDIUM
GRADE ASPHALT
4 150mm C2 BASE CEMENTED
5 150mm C2 BASE CEMENTED
6 150mm G6 SELECTED
7 150mm FILL IN 150mm LAYERS
900
50
150
150
150
150
PRIME SURFACE BEFORE PLACING ASPHALT
OVERLAP
50
800
50
50
BREAK INTO EXISTING
STRUCTURE TO ALLOW
SUBSOIL DRAINAGE INTO
MANHOLE WHERE REQUIRED.
EXISTING STRUCTURE
PIPE TO BE SEALED ALL AROUND
WITH EPOXY OR APPROVED SIMILAR
16
0
SUBSOIL TRENCH DETAIL
ON UN-SURFACED AREAS
SCALE 1:10
DE
PT
H A
S P
ER
LO
NG
S
EC
TIO
N
800
100
150
250
BIDIM A4 OR SIMILAR
COARSE GRADE CRUSHED STONE
150mm HDPE PERFORATED PIPE
500
300
7 150mm FILL IN 150mm LAYERS
150
OVERLAP
150
150
W = OUTSIDE DIAMETER OF
LARGER PIPE BUT 600 MIN
HEAVY DUTY MANHOLE COVER
230
900 MIN
230
TB
C
SECTION PLAN
RIGHT ANGLED JUNCTION BOX WITH HEAVY DUTY LID
1:20
A A
SECTION A-A OF A CIRCULAR
HEAVY DUTY MANHOLE FRAME
1:10
SECTION A-A OF A CIRCULAR
HEAVY DUTY MANHOLE COVER
1:10
670Ø
160 160
560Ø 5555
75
75
LIFT LUGS
150
560Ø
55
55
560Ø
150
480 480
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-SWD-001 REV A_SUBSOIL DRAINAGE DETAILS
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
SUBSOIL DRAINAGE DETAILS
METER
21-01-2016 AS SHOWNC VAN ZYL
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-SWD-001
A
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
EXISTING STRUCTURE BREAK
INTO FOR SUBSOIL
SCALE 1:20
NOTE:
REFER TO PAVEMENT DESIGN
SHEETS FOR LAYER SPECIFICATIONS
NOTE:
REFER TO PAVEMENT DESIGN
SHEETS FOR LAYER SPECIFICATIONS
Client
ANGLE IRON FRAME
(SEE DETAIL)
220 600 220
700
670
RECTANGULAR HOLLOW
BEAM 850mm LONG
120 x 60 x 6.3
FLAT STEEL 50 x 6
WELDED TO BEAM
CLASS 25/19 CONCRETE
60mm x 5mm FISH TAIL
WITH 5mm FILLET WELD
BOTH SIDES OF
ANCHOR
55
195
75
75
195
55
120 x 60 x 6.3
RECTANGULAR HOLLOW
SECTION
HINGE
175
4Y12+Y10 STIRRUPS @ 200c/c
EXISTING STRUCTURE
67
0
75
18
75
18
75
18
72
18
75
18
75
18
75
20 280 20 280 20
20
20
620
B B
C
C6mm WELD ALL ROUND
650
35
03
50
70
0
5 mm FILLET WELD
BOTH SIDES OF ANCHOR
75 x 50 x 6 - 5,65 kg/m
ANGLE IRON FRAME
HINGES
650
35
03
50
70
0
20
02
00
60
0
A A
DIA
6mm WELD ALL ROUND
D/4
D/4
BENCHING
445
533
44
44
BENCHING
20
0
220 600 220
53
4
CLASS 25/19
CONCRETE
INVERT LEVEL
FLOOR LEVEL
50 mm BLINDING
LAYER
53
3
44
5
44
75
10
59
25
0
44
69
7
BRICKWORK
BRICKFORCE
EVERY LAYER
4Y12+Y10
STIRRUPS @ 200c/c
CLASS 25/19 CONCRETE
WITH MESH REF 617
TOP & BOTTOM
CLASS 25/19
CONCRETE
75
±13
±13
HINGE DETAIL FOR
GRID AND FRAME
SCALE 1 : 2
50
CUSTOM
DRID
ANGLE
FRAME
HINGE
207518751875187218751875187520
670
70
20 280 20 280 20
620
70
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-SWD-002 REV A_TYPICAL GRID INLET DETAILS
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
TYPICAL GRID INLET DETAILS
METER
21-01-2016 AS SHOWNC DE VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-SWD-002
A
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
PLAN OF GRID INLET
SCALE 1:5
SECTION A-A
SCALE 1:10
TYPICAL BENCHING DETAIL
SCALE 1:10
DETAIL B: GRATING
SCALE 1:5
DETAIL A: FRAME
SCALE 1:5
GRID INLET
SCALE 1:5
NOTES:
1. GRATING AND FRAME SHALL BE HOT DIPPED GALVANISED.
2. ALL STEELWORK SHALL COMPLY WITH BS 4360 AND WELDING
WITH SABS 044.
3. SIZES OF ANGLE IRON FRAMES VARIES
SINGLE GRATING = 648mm
DOUBLE GRATING = 1275mm
SECTION B-B
SCALE 1:5
SECTION C-C
SCALE 1:5
Client
187
192
197
DATUM 182.000
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
290
193.547
193.390
193.293
193.196
193.106
193.015
192.902
192.773
192.651
192.537
192.402
192.266
192.142
192.016
191.909
191.802
191.715
191.648
191.618
191.588
191.574
191.566
191.546
191.541
191.536
191.526
191.522
191.524
191.521
191.520
192.347
192.238
192.128
192.018
191.909
191.799
191.690
191.563
191.436
191.308
191.181
191.054
190.927
190.805
190.698
190.600
190.513
190.435
190.359
190.284
190.208
190.132
190.290
190.215
190.140
190.065
189.990
189.915
189.840
189.765
-1.095 %
60.000 191.690
-1.272 %
126.650 190.842
-1.092 %
150.000 190.587
-0.758 %
210.000
190.132 IN
190.365 OUT
-0.750 %
290.000 189.765
HORIZONTAL SCALE: 500
VERTICAL SCALE :200
186
191
196
DATUM 181.000
290
300
310
320
330
340
350
360
370
380
386.756
191.520
191.517
191.527
191.525
191.467
191.181
190.980
190.940
190.902
190.868
190.845
189.765
190.061
189.809
189.557
189.482
189.407
189.332
189.257
189.182
189.107
189.056
290.000 190.311
-2.518 %
320.000 189.557
-0.750 %
HORIZONTAL SCALE: 500
VERTICAL SCALE :200
C/L/ PEG LEVELS
CENTRE LINE
GRADES
ALIG
NM
EN
T
DR
AIN
CHAINAGES
LE
VE
LS
DE
SIG
N
VE
RT
IC
AL
N.G.L
SUBSOIL INVERT LEVEL
LEGEND:
STORWATER STRUCTURE
C/L/ PEG LEVELS
CENTRE LINE
GRADES
ALIG
NM
EN
T
DR
AIN
CHAINAGES
LE
VE
LS
DE
SIG
N
VE
RT
IC
AL
N.G.L
SUBSOIL INVERT LEVEL
LEGEND:
STORWATER STRUCTURE
NE
W C
LE
AN
IN
G E
YE
NE
W C
LE
AN
IN
G E
YE
NE
W C
LE
AN
IN
G E
YE
NE
W C
LE
AN
IN
G E
YE
NE
W C
LE
AN
IN
G E
YE
CO
NN
EC
T T
O
EX
IS
TIN
G G
RID
IN
LE
T 1
CO
NN
EC
T T
O N
EW
JU
NC
TIO
N B
OX
AT
T
HE
E
ND
O
F E
XIS
TIN
G S
TO
RM
WA
TE
R N
ET
WO
K.
SUBSOIL DRAIN 1 LONGITUDINAL SECTION
SCALE: AS SHOWN
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-SWLS-001 REV A_SUBSOIL DRAIN 1 LONGITUDINAL SECTION
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
SUBSOIL DRAIN 1
LONGITUDINAL SECTION
METER
21-01-2016 1:3000M MAREGERE
C D VILLIERS M MAREGERE P AGEMA
9470025
P15108-TN-01-SWLS-001
A
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
Client
SUBSOIL DRAIN 2 LONGITUDINAL SECTION
SCALE: AS SHOWN
C/L/ PEG LEVELS
CENTRE LINE
GRADES
ALIG
NM
EN
T
DR
AIN
CHAINAGES
LE
VE
LS
DE
SIG
N
VE
RT
IC
AL
N.G.L
SUBSOIL INVERT LEVEL
LEGEND:
STORWATER STRUCTURE
C/L/ PEG LEVELS
CENTRE LINE
GRADES
ALIG
NM
EN
T
DR
AIN
CHAINAGES
LE
VE
LS
DE
SIG
N
VE
RT
IC
AL
N.G.L
SUBSOIL INVERT LEVEL
LEGEND:
STORWATER STRUCTURE
CO
NN
EC
T T
O
EX
IS
TIN
G G
RID
IN
LE
T 1
NE
W C
LE
AN
IN
G E
YE
NE
W C
LE
AN
IN
G E
YE
CO
NN
EC
T T
O N
EW
C
LE
AN
IN
G E
YE
ON
S
UB
SO
IL D
RA
IN
1 C
H 319.916
187
192
197
DATUM 182.000
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
290
193.689
193.502
193.356
193.172
193.068
192.983
192.876
192.760
192.646
192.528
192.411
192.288
192.175
192.060
191.967
191.907
191.832
191.750
191.689
191.655
191.615
191.596
191.589
191.580
191.579
191.577
191.575
191.583
191.570
191.569
192.489
192.304
192.122
191.966
191.839
191.738
191.641
191.544
191.429
191.315
191.200
191.086
190.971
190.857
190.761
190.686
190.611
190.536
190.460
190.385
190.310
190.235
190.160
190.313
190.238
190.163
190.088
190.013
189.938
189.863
-1.853 %
30.000 191.933
-0.972 %
70.000 191.544
-1.146 %
135.200 190.797
-0.751 %
220.000
190.160 IN
190.388 OUT
-0.750 %
290.000189.629
HORIZONTAL SCALE: 500
VERTICAL SCALE :200
186
191
196
DATUM 181.000
290
300
310
320
330
330.755
191.569
191.567
191.564
191.581
191.533
191.530
189.863
189.788
189.713
189.638
189.563
189.557
-0.750 %
321.200 189.629
-0.754 %
HORIZONTAL SCALE: 500
VERTICAL SCALE :200
NE
W C
LE
AN
IN
G E
YE
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-SWLS-002 REV A_SUBSOIL DRAIN 2 LONGITUDINAL SECTION
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
SUBSOIL DRAIN 2
LONGITUDINAL SECTION
METER
21-01-2016 1:3000M MAREGERE
C D VILLIERS M MAREGERE P AGEMA
9470025
P15108-TN-01-SWLS-002
A
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
Client
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TAXIWAY CENTERLINE 150mm
WIDE YELLOW
RETRO-REFLECTIVE LINE
TAXIWAY CENTERLINE
150mm WIDE YELLOW
RETRO-REFLECTIVE LINE
TAXIWAY CENTERLINE 150mm
WIDE YELLOW
RETRO-REFLECTIVE LINE
INTERMEDIATE
HOLDING
MARKING
TAXIWAY
HOLDING
MARKING
INTERMEDIATE
HOLDING
MARKING
TAXIWAY
HOLDING
MARKING
INTERMEDIATE
HOLDING
MARKING
INTERMEDIATE
HOLDING
MARKING
RUNWAY
CLOSED
MARKING
(WHITE)
STAND
IDENTIFICATION
MARKINGS
STAND
IDENTIFICATION
MARKINGS
STAND
LEAD
IN LINES
RUNWAY
CLOSED
MARKING
(YELLOW)
TAXIWAY
HOLDING
MARKING
TEMPORARY TURN
AROUND RUNWAY
MARKING
TEMPORARY
CLOSURE
MARKING
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-RDPM-001 REV A PAINT MARKING LAYOUT
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
PAINT MARKING
LAYOUT
METER
21-01-2016 N.T.SC D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-RDPM-001
A
NOTES:
FINAL PAINT MARKING COORDINATES WILL BE
PROVIDED TO THE CONTRACTOR. THE TENDERED
RATES SHOULD INCLUDES FULL COMPENSATION
FOR SURVEYOR COSTS FOR PRE-MARKING AND
AS-BUILT PAINT MARKINGS.
PAINT MARKING LAYOUT
N.T.S
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
Client
NO GEOTEXTILE FOR SEALING
STRIKING-OFF WIDTH OF CRACK
SEALANT (W = 30mm MAX.)
ASPHALT SURFACING
CRACK TREATMENT
WITH HOT-AIR LANCE
AND FILLED WITH
POLYMER MODIFIED
BITUMEN SEALANT
(CLASS C-E1)
(CRACKS >3.0mm)
NOTE:
1. W=500mm WHERE MULTIPLE
CRACKING OCCURS.
2. W=30mm FOR SINGLE CRACKS.
(CRACKS > 3.0mm)
3. IN CASE OF MILLED SURFACE,
LIGHTLY WATER SURFACE
AND TREAT AS PER B3805(b)
W W
CONCRETE APRON SLAB
CE - 1 CRACK SEALANT
STRUCK OFF 5mm BELOW
SURFACE
ASPHALT
REMOVE DEBRIS WITH
COMPRESSED AIR AND HOT
AIR LANCE
3-30mm
NOTE:
IF LARGER THAN 30mm TREAT
AS SURFACE PATCH.
25-50mm
FIRST PAVED STRIP:
PREVIOUS WORK SHIFT OR TEMPERATURE ON MAT <100°C
CORE TO BE TAKEN AT 150m
INTERVALS 25-50mm FROM
JOINT. RESULTS TO BE
EVALUATED WITH OTHER
CORES TAKEN ON MAT.
NEW JOINT > 600mm
AWAY FROM
UNDERLYING JOINT, TOP
JOINT IN CENTRE.
CUT BACK OVERLAP
1.5 x OVERLAY
THICKNESS
MILLED SURFACE TO BE
BROOMED AND BE CLEAN OF
LOOSE AND DELETERIOUS
MATERIALS AND TREATED
AS PER B3805(b)
TACK COAT APPLIED AT SPECIFIED RATE
PAINTED ON EDGE AND APPLIED ON SIDE,
MUST BE COMPLETELY DRY AND NO
LIFT-OFF FROM WHEELS ALLOWED
1 ℓ/m² VIASEAL OR EQUIVALENT BITUMEN RUBBER
EMULSION ON TOP OF JOINT (NOT IN WHEEL PATH)
AND ON SIDES OF CUT JOINT
> 600mm
NEW PAVED STRIP:
CURRENT WORK SHIFT OR TEMPERATURE ON MAT <100°C
UNDERLYING JOINT
POSITION
ORIGINAL MAT
JOINT LINE
NOTE:
REFER TO B4208. CONTRACTOR TO
SUBMIT JOINT PLAN 7 DAYS BEFORE
PLANNED COMMENCEMENT OF
ASPHALT WORK.
COLD SIDE HOT SIDE
OVERLAPPING MATERIAL MOVED BACK ONTO HOT SIDE
OF JOINT WITH SOME FINES LET ACROSS JOINT
FIRST JOINT ROLLING POSITION AS BELOW ALSO APPLY
a. BREAKDOWN ROLLING AT TEMPERATURES >130°C
b. PNEUMATIC AT TEMPERATURES >100°C
c. EARLY AND ADDITIONAL PNEUMATIC ROLLING ON JOINT AREA
40mm PAVING OVERLAP WHEN PAVING HOT SIDE
CUT BACK COLD SIDE JOINT MILLED, JACK HAMMER
CHIPPED OR 2 x ROLLER WHEEL CUT (50-75mm EACH)
ON >50mm THICK LAYERS - MILLING ONLY ALLOWED
THICK VIASEAL OR EQUIVALENT (BITUMEN RUBBER
EMULSION) LAYER APPLIED TO VERTICAL EDGE AND
ALSO ON TOP OF COMPLETE JOINT (ONLY WHERE
WHEEL TRACK BLEEDING NOT EXPECTED) 1 ℓ/m²
TREAT CRACKS AS PER B3805(b) AND
MILLED SURFACE TO BE THOROUGHLY BROOMED
AND CLEAN BEFORE TACK COAT IS APPLIED.
TACK COAT TO BE COMPLETELY DRY AND NO
LIFT-OFF FROM WHEELS ALLOWED
300mm CUT-BACK
FOR ALL
THICKNESSES
NEW JOINT > 600mm AWAY FROM
UNDERLYING JOINT
ONE CORE
TAKEN ON JOINT
FOR EACH LOT.
1
2
3
4
5
6
UNDERLYING JOINT
COLD SIDE JOINT
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-TD-001 REV A_TYPICAL DETAILS FOR REHABILITATION
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
TYPICAL DETAILS
FOR REHABILITATION
METER
20-06-2016 1:3000C VAN ZYL
C DE VILLIERS M MAREGERE P AGEMA
9470025
P15108-TN-01-TD-001
A
N.T.S
TYPICAL CRACK SEALING
N.T.S
OF CONCRETE / ASPHALT JOINTS
TYPICAL DETAIL OF CRACK SEAL
N.T.S
LONGITUDINAL JOINT CUT BACK DETAIL
N.T.S
TRANSVERSE JOINT CUT BACK DETAIL
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
Client
0.9
0
150mm
WIDE
YELLOW LINE
R19.00
R
2
5
.
0
0
2
1
.
5
9
2
4
.
9
3
R
2
0
.
0
0
0.9
0
P1
P2
P3
P4
P5
P6
P7
60.00
900mm900mm
900mm
900mm
ASPHALT
SURFACE
CONCRETE SURFACE
(ALL PAINT MARKINGS ON CONCRETE
AREA TO BE PAINTED WITH 100mm
BLACK BORDER)
150mm SOLID
YELLOW LINE
YELLOW STAND
IDENTIFICATION
MARKING
150mm YELLOW
STAND LEAD IN LINE
150mm YELLOW STAND LEAD
IN LINE WITH 100mm BLACK
BORDER
150mm SOLID
WHITE LINE
900900900900900900
90
0
900
TAXIWAY CENTRE LINE
PAINT MARKING
90
0
HOLDING POSITION PAINT
MARKING (4 x 150mm WIDE
YELLOW LINES)
RUNWAY
TAXIWAY
5.00
5.00
5.00
4.00
2.00
900mm900mm 900mm
900mm900mm 900mm
TAXIWAY
CENTERLINE
9
.
0
m
1
.
5
m
TAXIWAY
CENTRE LINE
SCALE 1:250
(TEMPORARY CLOSURE DETAIL)
TAXIWAY / LIMIT OF CONSTRUCTION
A
A
YELLOW TARPAULIN
SHEETING OR
SIMILAR APPROVED.
STEEL HOLLOW ROUND SECTIONS
STITCHED ALL WAY ROUND
SCALE 1:25
SECTION A-A
1.5m
STEEL HOLLOW
ROUND SECTIONS
STITCHED ALL WAY
ROUND
YELLOW TARPAULIN
SHEETING OR
SIMILAR APPROVED.
SCALE 1:100
STAND IDENTIFICATION DETAIL
SCALE 1:200
INTERMEDIATE HOLDING POSITION LAYOUT
SCALE 1:100
TAXIWAY HOLDING POSITION MARKING
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-TD-002 REV A_PAINT MARKING DETAILS
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
PAINT MARKING
DETAILS
METER
21-01-2016 AS SHOWNC D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-TD-002
A
SCALE 1:200
LEAD IN LINE DETAIL
STAND IDENTIFICATION DETAIL
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
SCALE 1:500
TEMPORARY TURN AROUND RUNWAY MARKING
POINT Y-COORD X-COORD
P1 56539.404 3764409.031
P2 56479.463 3764406.375
P3 56466.871 3764401.089
P4 56451.016 3764386.442
P5 56445.090 3764418.075
P6 56468.285 3764408.933
P7 56438.123 3764400.398
Client
TAXIWAY HOLDING
MARKING
SCALE 1:400
TAXIWAY TEMPORARY CLOSURE
TYPICAL LAYOUT OF
FINAL POSITION TO BE
DETERMINED ON SITE
AND APPROVED BY
AIRPORT MANAGEMENT
T
A
X
I
W
A
Y
RUNWAY
YELLOW NEW
JERSEY BARRIER
WHITE NEW
JERSEY BARRIER
YELLOW NEW
JERSEY BARRIER
WHITE NEW
JERSEY BARRIER
10mm CABLE CONNECTING
NEW JERSEY BARRIERS
WH
IT
E N
EW
JE
RS
EY
B
AR
RIE
R
YE
LLO
W N
EW
JE
RS
EY
B
AR
RIE
R
APRON WORK AREA
1000
SCALE 1:50
BARRIERS FOR APRON TEMPORARY CLOSURE
(T
O B
E A
GR
EE
D
WIT
H A
PR
ON
MA
NA
GE
ME
NT
)
YE
LLO
W N
EW
JE
RS
EY
B
AR
RIE
RY
ELLO
W N
EW
JE
RS
EY
B
AR
RIE
R
5000
WHITE NEW
JERSEY BARRIER
YELLOW NEW
JERSEY BARRIER
5000
5000
10m
m C
AB
LE
C
ON
NE
CT
IN
G
NE
W JE
RS
EY
B
AR
RIE
RS
WH
IT
E N
EW
JE
RS
EY
B
AR
RIE
R
YE
LLO
W N
EW
JE
RS
EY
B
AR
RIE
RY
ELLO
W N
EW
JE
RS
EY
B
AR
RIE
RY
ELLO
W N
EW
JE
RS
EY
B
AR
RIE
R
5000
5000
1000
1000
(TO BE AGREED
WITH APRON
MANAGEMENT)
(T
O B
E A
GR
EE
D
WIT
H A
PR
ON
MA
NA
GE
ME
NT
)
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-TD-003 REV A_TEMPORARY CLOSURE
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
TEMPORARY CLOSURE
METER
21-01-2016 AS SHOWNC D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-TD-003
A
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
Client
4200
CONTINUOUSLY GRADED ASPHALT SURFACING,
MEDIUM GRADE
AT LEAST G1 QUALITY BEFORE STABILISATION. 5%
CEMII 32.5MPA FOR TENDER PURPOSES
N/A N/A
13.2N/A
NP30COMMERCIAL1.
3. N/A26.5
4200 NP N/AN/A60, 75 OR 150
N/A
13.2
2. COMMERCIAL 35 OR 50 4200 NP N/A
97% MINUS VOIDS OR 93% OF MTRD
(SELECT HIGHEST VALUE)
N/A
LAYER
NUMBER
SOURCE
THICKNESS
(mm)
COLTO
SECTION
MAX PI
MAX
AGGREGATE
SIZE (mm)
COMPACTION %
OF MODIFIED
AASHTO DENSITY
MIN
UCS
@100%
TRH14
CLASS
OTHER REQUIREMENTSGM
LAYER
DESCRIPTION
4. 150 C2
TABLE 1: PAVEMENT DESIGN SPECIFICATIONS
3500/3400/
3600
TABLE
3601/1
4 37.5 102% 3000
REFER TO TABLE 2 & 3 - 50/70 PEN BITUMEN
LAYER
DESCRIPTION
ACCEPTANCE CONTROL TEST REQUIREMENTS
(REFER TO PROJECT DOCUMENT B8304 LOT SIZES)
ASPHALT
CRUSHED STONE BASE 6 x DENSITY, 2 x GRADING-ATTERBERG(-0.425/-0.075)-10%FACT-ACV-FI
CEMENTED SUBBASE 6 x DENSITY, 2 x MDD-GRADING-ATTERBERG-CBR-UCS-ITS
SELECTED
6 x DENSITY, 1 x MDD-GRADING-ATTERBERG-CBR
FILL
4 x DENSITY, 1 x MDD-GRADING-ATTERBERG-CBR
4 x HOT BOX SAMPLES - BINDER CONTENT, GRADING, AGGREGATE/FILLER CONTENT
STABILITY, FLOW, BULK DENSITY, MTRD (RICE), VOIDS, IMMERSION
INDEX & ITS. SAMPLES TO BE TAKEN FROM PAVING TRAIN
6 x CORES - OF WHICH 2 NOT MORE THAN 50mm FROM LONGITUDINAL JOINT,
THICKNESS, BULK DENSITY, AIR VOID CONTENT. SAMPLES TO
BE TAKEN FROM COMPLETED MAT.
1 x WEEKLY - RECOVERED BINDER PENETRATION FROM COMPLETED MAT
TABLE 4: TEST FREQUENCY REQUIREMENTS
>80
VOIDS IN MINERAL AGGREGATE (VMA)
NUMBER 75
50/70 PEN
75
30/50 PEN
BASE
MARSHALL BLOWS PER FACE
PROPERTY
BASE BITUMEN FOR TENDER
UNIT
TABLE 2: TEST REQUIREMENTS FOR BASE AND SURFACING
PROPERTY
WHEEL LOAD
TARGET COMPACTION DENSITY
LOAD CYCLES
TEST TEMPERATURE
TABLE 3: TEST REQUIREMENTS FOR MMLS3 TESTING ON SITE
MEDIUM GRADE,
CONTINUOUSLY
GRADED
A-E2
A-R1
MARSHAL STABILITY AT 60°C
MARSHALL FLOW
VOIDS IN MIX
STABILITY/FLOW RATIO
FILLER/BITUMEN RATIO
BITUMEN FILM THICKNESS
DYNAMIC CREEP MODULES AT 40°C
INDIRECT TENSILE STRENGTH AT 25°C
AIR PERMEABILITY @ 7% VOIDS
MODIFIED LöTTMAN TESTS %
kN
mm
%
kN/mm
-
um
MPa
kPa
cm²
%
% >14
<1x10
>1000
>20
5.5-8
1-1.5
>2.5
4-6
2-4
9.5-18 9.5-18
2-4
3-4.5
>2.5
1-1.5
5.5-8
>20
>1000-1400
<1x10
>80
>15
-8
-8
VOIDS FILLED WITH BINDER (VFB)
% 66-77 65-75
CONSTANT HEAD PERMEABILITY TEST
REPORT n/a
B. PLANT MIX DESIGN (A+B)
% <90.5* <90.5*
%Gmm AT SUPERPAVE GYRATORY
COMPACTION OF Nini = 8 GYRATIONS
_ _
% 4%* 4%*
VOIDS CONTENT AT SUPERPAVE GYRATORY
COMPACTION OF Ndes = 85 GYRATIONS
% <98* <98*
%Gmm AT SUPERPAVE GYRATORY
COMPACTION OF Nmax = 300 GYRATIONS
-TABLE B4203/2
C. SITE TRAIL MMLS3 TESTING ON
TRAIL MAT
TABLE B4203/2
A. LABORATORY MIX DESIGN
6 x REPORT
RESULTS
2 ON JOINT
4 ON MAT
MARVIL PERMEABILITY TESTS
6 x REPORT
RESULTS
2 ON JOINT
4 ON MAT
AXLE LOAD APPLICATIONS
TRAFFICKING MODE
MAX RUTTING AT 100 000 CYCLES
TYRE PRESSURE (AT 25°C)
BASE UNIT
MEDIUM GRADE,
CONTINUOUSLY GRADED
MODIFIED BINDERS ONLY
°C 50 50
NUMBER 100 000 100 000
% OF MTRD 93% OF MTRD 93% OF MTRD
kN 2.9 2.9
kPa 690 690
LOADS/HOUR 2400 2400
- CHANNELIZED CHANNELIZED
mm <1.8mm <2.0mm
5. 150SUBBASE CEMENTED C24 37.5 102% 3000
6. 150SELECTED G63400 2.7>GM>0.7512 100 95% -
7. 150FILL G73400 2.7>GM>0.7512 100 93% -
CONTINUOUSLY GRADED ASPHALT SURFACING,
MEDIUM GRADE
CONTINUOUSLY GRADED ASPHALT BASE,
26.5mm AGGREGATE
BASE CEMENTED
COMMERCIAL
COMMERCIAL
COMMERCIAL
IN-SITU
TRENCH EXCAVATIONS
3500/3400/
3600
TABLE
3601/1
97% MINUS VOIDS OR 93% OF MTRD
(SELECT HIGHEST VALUE)
97% MINUS VOIDS OR 93% OF MTRD
(SELECT HIGHEST VALUE)
REFER TO TABLE 2 & 3 - MODIFIED BINDER A-R1 OR A-E2
REFER TO TABLE 2 & 3 - 50/70 PEN BITUMEN
AT LEAST G1 QUALITY BEFORE STABILISATION. 5%
CEMII 32.5MPA FOR TENDER PURPOSES
25 @95% IN-SITU RIP AND RE-COMPACT PAYMENT ITEM B39.04
15 @95% PAYMENT ITEM B21.04 (A) & (B)
NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH COLTO 1998 AND PROJECT
SPECIFICATIONS.
2. PRIME COAT TO BE APPLIED AT TENDER RATE OF 0.8l/SQM FOR ASPHALT SURFACES
3. INVERTED BITUMEN EMULSION, OR SIMILAR APPROVED, TO BE USED FOR ASPHALT SURFACES.
4. EXISTING LEVELS ON SECTIONS TO BE REHABILITATED SHALL BE SURVEYED BY THE
CONTRACTOR AND SUBMITTED TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF THE WORK
FOR APPROVAL. AT LEAST 3 POSITIONS ACROSS THE PAVEMENT SHOULD BE SURVEYED I.E. LEFT
EDGE, CENTRE LINE AND RIGHT EDGE AT INTERVALS OF 20m.
5. QUALITY CONTROL TO BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS
OF COLTO 8200. PAYMENTS SHALL NOT BE CERTIFIED WITHOUT TEST SUBMISSION AND
COMPLIANCE. LEVELS TO BE IN ABSOLUTE FORMAT, AND NOT AS "DIP-LEVELS".
6. LEVELS FOR EACH LAYER TO BE SUBMITTED WITH TEST RESULTS NOTED IN 5. PAYMENTS SHALL
NOT BE CERTIFIED WITHOUT LEVEL SUBMISSION AND COMPLIANCE.
7. G1 MATERIAL TEST RESULTS TO BE SUBMITTED FOR APPROVAL, 20 DAYS FROM THE
COMMENCEMENT DATE.
8. ASPHALT MIX DESIGN TO BE SUBMITTED FOR APPROVAL, 14 DAYS FROM COMMENCEMENT DATE
(REFER TO CLAUSE B4203)
9. BITUMEN TYPE AS STATED IN PROJECT DOCUMENT.
10. STOCKPILE AND SPOIL SITES TO BE ORGANISED AND PROVIDED BY THE CONTRACTOR AND
APPROVED BY AIRPORT MANAGEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCEPTANCE QUALITY CONTROL TESTING AND
SHALL EMPLOY AN APPROVED SANAS ACCREDITED LABORATORY TO CONDUCT TESTING AT THE
SPECIFIED INTERVALS, SHOWN IN TABLE 4. THE COST OF PROCESS AND ACCEPTANCE TESTING
SHALL BE INCLUDED IN THE RATES AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR TESTING.
12. CONTRACTOR TO PROVIDE DETAILS OF WATER SOURCE FOR STABILISATION, INCLUDING TESTING
OF WATER FOR COMPLIANCE.
13. CONTRACTOR TO COMPLETE ICL (INITIAL CONSUMPTION OF LIME) TEST, AND SUBMIT RESULTS TO
ENGINEER FOR APPROVAL.
14. STABILISATION DESIGN TO BE CARRIED OUT IN ADVANCE TO AVOID DELAYS DUE TO CURING
TIME.
15. NEW STABILISATION DESIGN TO BE CARRIED OUT WHEN IN-SITU MATERIAL CHANGES, AND COST
OF TESTING IS TO BE INCLUDED IN THE TENDERED RATES.
#
8. 150IN-SITU STABILIZING WITH 5% CEMII 32.5N N/A3400 N/A- 63 95% -IN-SITU COMPACTED TO 95% MOD AASHTO DENSITY
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-TD-004 REV A_PAVEMENT DESIGN SHEET 1 OF 2
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
PAVEMENT DESIGN
SHEET 1 OF 2
METER
21-01-2016 AS SHOWN
C VAN ZYL
P AGEMA E COETZEE P AGEMA
9470025
P15108-TN-01-TD-004
A
PIET AGEMA 08-11-2017
Client
A 08-11-2017 ISSUED FOR TENDER PA
9m
℄
SUBSURFACE
TRENCH
LAYERWORKS AS PER
DETAILS
9m
℄50mm ASPHALT
60mm ASPHALT BASE
CRACK SEAL AS
REQUIRED
35mm ASPHALT
MILL EXISTING ASPHALT AND
REPLACE WITH 35mm NEW ASPHALT
NGL
22m
6.5m 6.5m
800
100
150
500
250
800
500
REFER TO DETAILS 1
SCALE 1:25
TYPICAL SECTION ON ALPHA TAXILANE REBUILD
N.T.S
TYPICAL SECTION ON ALPHA TAXIWAY BASE REPAIRS
ALPHA TAXILANE AND
TAXIWAY REBUILD - DAYWORK
N.T.S
50mm CONTINUOUSLY GRADED MEDIUM GRADE
ASPHALT SURFACING, MODIFIED BINDER (2)
150mm C2 SUBBASE CEMENTED (5)
150mm G6 SELECTED RIP AND RECOMPACT (6)
75mm CONTINUOUSLY GRADED ASPHALT BASE (3)
150mm C2 BASE CEMENTED (4)
ALPHA TAXIWAY MILL AND REPLACE
N.T.S
SERVICE ROAD MILL AND REPLACE
N.T.S
35mm CONTINUOUSLY GRADED MEDIUM GRADE
ASPHALT SURFACING, 50/70 PEN BINDER
35/50mm CONTINUOUSLY GRADED MEDIUM GRADE
ASPHALT SURFACING, MODIFIED BINDER (2)
ALPHA TAXIWAY BASE REPAIRS
N.T.S
60mm CONTINUOUSLY GRADED ASPHALT BASE (3)
50mm CONTINUOUSLY GRADED MEDIUM GRADE
ASPHALT SURFACING, MODIFIED BINDER (2)
ALTERNATIVE TAXILANE AND
TAXIWAY REBUILD - NIGHTWORK
N.T.S
50mm CONTINUOUSLY GRADED MEDIUM GRADE
ASPHALT SURFACING, MODIFIED BINDER (2)
150mm CONTINUOUSLY GRADED ASPHALT BASE (3)
IN-SITU STABILIZING WITH 5% CEM IN CASE OF
WET FOUNDING CONDITIONS (8)
150mm CONTINUOUSLY GRADED ASPHALT BASE (3)
LAYER CONFIGURATIONS
SCALE 1:10
DETAIL 1
EXISTING LAYERWORKS
150
50mm CONTINUOUSLY GRADED MEDIUM GRADE
ASPHALT SURFACING, MODIFIED BINDER (2)
75mm CONTINUOUSLY GRADED ASPHALT BASE (3)
150mm C2 BASE CEMENTED (4)
150mm C2 SUBBASE CEMENTED (5)
BIDIM A2
Ø100.000
GEO PIPE M100
FLOWNET 500 OR SIMILAR
40
0 - 6
00
FLOWDRAIN OR SIMILAR APPROVED
SCALE 1:2
DETAIL 2
35
0
60
0-8
00
SEE DETAIL 2
SELECTED BACKFILL (WELL
GRADED FREE DRAIN MATERIAL)
TEMPORARY 350mm THICK
ASPHALT BASE TO BE REPLACED WITH
350mm LAYER WORKS WHEN RECONSTRUCTION OF
THE TAXILANE COMMENCES.
NARROW SUBSOIL DRAINAGE SYSTEM
SCALE 1:10
200 Max
NIGHT LAYERWORK AFTER
INSTALLATION OF SUBSOIL DRAINAGE.
TA
XIW
AY
A
3
1900
1950
2000
2
0
5
0
2
1
0
0
2150
2250
2260
RU
NW
AY
9.000
1960
HOLDING MARKINGS
2130
2180
ORIGINAL STRIP
ALPHA TAXIWAY
BASE REPAIRS
300m x 9m
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-TD-005 REV A_PAVEMENT DESIGN SHEET 2 OF 2
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
PAVEMENT DESIGN
SHEET 2 OF 2
METER
21-01-2016 AS SHOWN
C VAN ZYL
P AGEMA E COETZEE P AGEMA
9470025
P15108-TN-01-TD-005
A
PIET AGEMA 08-11-2017
SCALE: N.T.S
BASE REPAIR SHOWN IN RED ON ALPHA TAXIWAY
A 08-11-2017 ISSUED FOR TENDER PA
Client
1100
1250
150
110mm Ø
UPVC DUCTS
MANHOLE SHAFT NUTEC FIBRE
CEMENT PIPE CLASS 2 OR SIMILAR
STARTER RING
50mm Ø UPVC PIPE
MANHOLE COVER SLAB
WITH TYPE 4A LID AND
FRAME
50
50
STEP IRONS
1000
(X
)(Y
)
A A
1195
550
(X
+Y
)
520
100
100
110
100
310
110 100 110 100
CLASS 15/19 CONCRETE
110mm Ø UPVC PIPE
LAYERWORKS
FILL
CLASS 20/19 CONCRETE
300
300
1
0
0
DUCT MARKER BLOCK
SCALE 1:10
TYPICAL DETAIL OF MANHOLE
TOP VIEW
SCALE 1:10
DETAIL OF 2 x 110mm DIA DUCTS
UNDER RUNWAY
SCALE: 1:10
TYPICAL DETAIL OF MANHOLE
SECTION A-A
SCALE 1:10
TRANCH DETAIL FOR
TAXIWAY
SCALE: 1:10
TRENCH DETAIL FOR
STRIP / NEXT TO RUNWAY / TAXIWAY
SCALE: 1:10
SELECTED BACKFILL
25mm BEDDING SAND
80mm TYPE S-A PAVING BLOCKS WITH RESIN
150mm C4 STABILISED BASE
185
50
110
100 110 290 110 100
710
550
SELECTED BACKFILL
165mm NORMAL FILL
75mm TOPSOIL
200
50
110
100 110 290 110 100
710
550
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-TD-006 REV A_TYPICAL SLEEVE & MANHOLE DETAILS
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
TYPICAL SLEEVE AND
MANHOLE DETAILS
METER
21-01-2016 AS SHOWNC DE VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-TD-006
A
A 08-11-2017 ISSUED FOR TENDER PA
PIET AGEMA 08-11-2017
Client
CAN AND
TRANSFORMER
AS PER DETAIL
CONCRETE
SURROUND
163
610
CAN AND
TRANSFORMER
AS PER DETAIL
CONCRETE
SURROUND
163
610
CAN AND
TRANSFORMER
AS PER DETAIL
CONCRETE
SURROUND
163
610
CAN AND
TRANSFORMER
AS PER DETAIL
CONCRETE
SURROUND
163
610
CAN AND
TRANSFORMER
AS PER DETAIL
CONCRETE
SURROUND
163
610
CAN AND
TRANSFORMER
AS PER DETAIL
CONCRETE
SURROUND
163
610
SOLID LID
LID TO BE PUNCHED OR
DRILLED WITH 1 x 20mm HOLE
BASEPLATE TO FIT ADB
ELEVATED LIGHTS
BASEPLATE TO FIT ADB
ELEVATED LIGHTS
BASEPLATE TO FIT ADB
ELEVATED LIGHTS
LID TO BE PUNCHED OR
DRILLED WITH 1 x 20mm HOLE
400mm X 400mm X 300mm
CONCRETE BLOCK
50mm PIPE
318Ø
305Ø
286Ø
BOLT CIRCLE
13
11
1
3
14
7
15
0
330Ø
LIGHT FITTING
SECONDARY WIRING
RESIN FILLER TO SUPPLIER
RECOMMENDATION
SHALLOW BASE
EPOXY TO SUPPLIER
RECOMMENDATION
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-ELE-501 REV A_AIRFIELD LIGHTING - ELECTRICAL CAN AND BASE DETAILS
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
AIRFIELD LIGHTING
ELECTRICAL CAN AND BASE
DETAILS
METER
21-01-2016 AS SHOWNM. GRIFT
M. GRIFT L. DE WET W. RINGELMANN
20050163
P15108-TN-01-ELE-501
A
A 08-11-2017 ISSUED FOR TENDER WR
W. RINGELMANN 08-11-2017
TYPE 1 CAN DETAIL
SCALE 1:10
TYPE 2 CAN DETAIL
SCALE 1:10
TYPE 3 CAN DETAIL
SCALE 1:10
TYPE 4 CAN DETAIL
SCALE 1:10
TYPE 5 CAN DETAIL
SCALE 1:10
TYPE 6 CAN DETAIL
SCALE 1:10
TYPE 1 BASE DETAIL
SCALE 1:10
TYPE 2 BASE DETAIL
SCALE 1:10
NOTE:
STEEL CAN MUST BE SET ON CONCRETE
FOUNDATION DURING INSTALLATION
Client
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
FUELING
AREA
6 x LIGHTS
FINAL POSITION TO BE
CONFIRMED ON SITE.
ALP
HA
TA
XIW
AY
ALP
HA
TA
XIW
AY
ALP
HA
T
AX
IW
AY
2
ALPHA TAXILANE
(ASPHALT)
ALPHA APRON
(CONCRETE)
SERVICE ROADS
CH
AR
LIE
OLD
R
UN
WA
Y
FIR
E S
TA
TIO
N
TA
XIW
AY
F
IR
E S
TA
TIO
N
2 x EDGE LIGHTS
TO BE TERMINATED TO EXISTING
CIRCUITS BY CUTTING EXISTING
SURFACING 35mm WIDE AND
100mm DEEP AND BACKFILL,
POSITION TO BE FINALISED.
NEW TAXIWAY EDGE LIGHTS
TO BE TERMINATED TO EXISTING
CIRCUITS VIA NEW SLEEVES.
60.00
60.00
60.00
INSET
EXISTING DUCT
NEW PORT
110Ø
SLEEVE
EDGE OF SURFACING
CONNECT EXISTING
DUCT WITH POT
2m
SAW CUT SLOT INTO INSET 35mm WIDE
TO THE DEPTH REQUIRED TO CONNECT TO THE INSET.
BACKFILL AREA WITH HOT MIX ASPHALT.
TYPICAL ARRANGEMENT OF POTS
AND INSETS FOR EDGE LIGHT
N.T.S
ED
GE
O
F S
UR
FA
CIN
G
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-ELE-901 REV A_ELECTRICAL LIGHTING FOR NEW EDGE LIGHTS
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
ELECTRICAL LIGHTING LAYOUT
FOR EDGE LIGHTS
METER
21-01-2016 AS SHOWNM. GRIFT
M. GRIFT L. DE WET W. RINGELMANN
20050163
P15108-TN-01-ELE-901
A
EXISTING CONTROL CABLES
EXISTING ELECTRICAL CABLES
EXISTING LIGHTING BUFFER
EXISTING DUCTS
EXISTING FUEL NODES BUFFER
EXISTING FUEL PIPES
EXISTING FUEL TANKS
W. RINGELMANN 08-11-2017
ELECTRICAL LIGHT LAYOUT
N.T.S
NEW EDGE LIGHTS
NEW ELECTRICAL CABLES AND SLEEVES
A 08-11-2017 ISSUED FOR TENDER WR
Client
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ISO 9001
Date Scale Designed By
Checked By Approved ByDrawn By
Drawing No.
LEGEND:
REVISIONS
APPROVED
SIGNATURE: DATE:NAME:
Project
Drawing Title
Client
Consultant
THE MASTER HELD AT DELTA BUILT ENVIRONMENT CONSULTANTS
BEARS THE ORIGINAL SIGNATURE OF APPROVAL.
Rev. Date Description of changes By
Project Description
Rev
Drawing UnitsDrawing Units
P O BOX 35703
MENLO PARK
TEL: +27-12-368-1850
FAX: +27-12-348-4738
0102
Consulting Engineers South Africa
International Standards
Certifications
M E M B E R O R G A N I S A T I O N
GREEN BUILDING COUNCIL S A
Cad File Name: DBEC-MRPRO-09-06
Drawing Size
A1
P15108-TN-01-ELE-902 REV A EXISTING LIGHTING TO BE TAKEN OUT AND REPLACED
TENDER
GEORGE AIRPORT
TENDER GRJ19/2017
GEORGE AIRPORT
TAXIWAY REHABILITATION
PROJECT
EXISTING LIGHTING
TO BE TAKEN OUT AND REPLACED
METER
21-01-2016 1:4000C D VILLIERS
P AGEMA M MAREGERE P AGEMA
9470025
P15108-TN-01-ELE-902
A
PIET AGEMA 08-11-2017
EXISTING SERVICES LAYOUT
SCALE 1:4000
A 08-11-2017 ISSUED FOR TENDER PA
INSERT 1
SCALE 1:1000
INSERT 2
SCALE 1:1000
INSERT 3
SCALE 1:1000
SEE INSERT 1
SEE INSERT 2
SEE INSERT 3
TAXIWAY LIGHTS TO BE REFERENCED, REMOVED,
SAFELY STORED AND REINSTATED IN THE SAME
POSITIONS AS PER ORIGINAL LAYOUT.
(CABLING TO BE REMOVED AND PLACED
WHERE REQUIRED).
Client
