DETAIL OF EXPANSION JOINTS BETWEEN BASE SLABS AND … · for precast culvert units scale 1:10 10mm...
Transcript of DETAIL OF EXPANSION JOINTS BETWEEN BASE SLABS AND … · for precast culvert units scale 1:10 10mm...
-
L
20x20mm Chamfer
10mm Jointex caulking
H Sw Bw Bt
CULVERT SIZES
FOR A SINGLE UNIT
750
450
300
600
920 1140 130
750
920 1140 130
920 1140 130
920 1140 130
NOTES
FOUNDATION
CONDITION 1 AND 2
MAX FILL
HEIGHT (m)
CLASS
9.2
8.7
10.0
175 S
10.2
175 S
175 S
175 S
FOUNDATION
CONDITION 3 AND 4
MAX FILL
HEIGHT (m)
CLASS
5.2
4.9
5.5
175 S
5.8
175 S
175 S
175 S
REINFORCEMENT
BAR MARK A
°F.C 1 AND 2 °F.C 3 AND 4
Y12 - 200
Y12 - 175
Y12 - 175
Y12 - 150
Y12 - 200
Y12 - 175
Y12 - 175
Y12 - 150
REINFORCEMENT
BAR MARK B
°F.C 1,2,3 AND 4
Y10 - 200
Y10 - 200
Y10 - 200
Y10 - 200
°F.C = FOUNDATION CONDITION
1. All concrete shall be Class 30/19 MPa unless otherwise indicated.
2. Pitching on inlet side to be to design high flood level (100mm min.)
3. Design mass of fill = 2000 kg/m³
4. Load factor for proof load of SABS 986 = 1.5
5. Reinforcement shall comply with the requirements of SABS 920 Type C ,Class 2, Grade 1
6. Concrete cover to steel = 40mm min.
7. High tensile reinforcement (Y)
- Working stress = 207.5 MPa
- Characteristic strength of steel (fy) = 450 MPa
- Characteristics strength of concrete (fcu) = 30 MPa
8. Precast concrete cukverts shall comply with the requirements of SABS 986 and additional
test loading as specified.
9. Dimensions and reinforcement details for in-situ base slab are valid only if:
- The height of fill above the culvert is less or equal to the ones mentioned on the above tables.
- The type of material under the base slab is not a rock.
10. Dimensions in the above tables may not conform to all marketed units, it may become
necessary to revise tabulated dimensions.
11. Permissible fill heights :
- The relationship between the proposed S-load culvert Classes defined in SABS 986 and
the corresponding maximum permissible fill heights to meet the TMH 7 requirements was
calculated and is given in the table above.
If culverts are to be placed under higher fills than those given in this table then a
higher S -load Class must be specified.
The manufacturer may be consulted in this regard.
DETAIL OF EXPANSION JOINTS
IN BASE SLABS
SCALE 1:10
R20 Dowels (600mm long)
@ 300mm c/c placed
in centre of the base slab
10mm Jointex
10x10mm Silicone
Sealant
Tight fitting uPVC
Sleeve
DETAIL OF EXPANSION JOINTS
BETWEEN BASE SLABS AND APRON SLAB
SCALE 1:10
1400mm long Y16 BARS
@ 200mm c/c
20
20x10mm Silicone
Sealant "HIGHWAY"
22 DS "100" or similar
approved
20mm JOINTEX or similar
approved
60
60
12. Definitions:
- Yielding foundation conditions occur when the founding material and the fill material are
expected to settle at equal rates (compressible material).
The loading is calculated in accordance with TMH 7 Part 2, Clause 2.3.3.2(2).
- Unyielding foundation conditions occur when the founding material is incompressible
(softrock or other harder material). The loading is calculated in accordance with
TMH 7 Part 2, Clause 2.3.3.3(3) and (4).
- Trench condition occurs when culverts are laid in a narrow excavation and backfilled to G.L.
- Embankment (untrenched) condition occurs when culverts are laid at G.L. and
backfilled to final formation level.
13. The combinations of foundation and installation conditions used in TMH 7 are defined as :
Condition 1 : Culverts in trenches on unyielding foundation with no projection.
Condition 2 : Culverts untrenched on yielding foundation.
Condition 3 : Culverts untrenched on yielding foundation for h>1.7 X Sw.
Condition 4 : Culverts untrenched on yielding foundation for h
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PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
MAY 2017 P 00 PLANNING
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. .
. .
. .
FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
A0
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00
1 OF 1
1 : 2 000
KEY PLAN LAYOUT
000
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
N
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KEY PLAN LAYOUT
X 2 897 600
X 2 897 400
X 2 897 200
X 2 897 000
X 2 896 800
Y 6
6 4
00
Y 6
6 2
00
Y 6
6 0
00
Y 6
5 8
00
Y 6
5 6
00
Y 6
5 4
00
Y 6
5 2
00
Y 6
5 0
00
1 : 2 000
DRAWING INDEX
TAZ-021-02-000-T-00 KEY PLAN LAYOUT
TAZ-021-02-001-T-00 LOCALITY LAYOUT PLAN
TAZ-021-02-002-T-00 LAYOUT AND LONGITUDINAL SECTION
TAZ-021-02-003-T-00 LAYOUT AND LONGITUDINAL SECTION
TAZ-021-02-004-T-00 LAYOUT AND LONGITUDINAL SECTION
TAZ-021-02-005-T-00 LAYOUT AND LONGITUDINAL SECTION
TAZ-021-02-006-T-00 CROSS SECTION
TAZ-021-02-007-T-00 CROSS SECTION
TAZ-021-02-008-T-00 CROSS SECTION
TAZ-021-02-009-T-00 CROSS SECTION
TAZ-021-02-010-T-00 TYPICAL CANAL DETAILS
TAZ-021-02-011-T-00 TYPICAL BOX CULVERTS
TAZ-021-02-012-T-00 TYPICAL PIPE CULVERT
TAZ-021-02-013-T-00 STONE PITCHING AND GABIONS
TAZ-021-02-014-T-00 GUARDRAIL ELEMENTS
X 2 897 600
Y 6
4 8
00
X 2 897 600
X 2 897 400
X 2 897 200
X 2 897 000
X 2 896 800
X 2 897 600
Y 66 400
Y 66 200
Y 66 000
Y 65 800
Y 65 600
Y 65 400
Y 65 200
Y 65 000
Y 64 800
BENCHMARKS ( SYSTEM WG 29 LOCAL SURVEY )
Name Y_Coord X_Coord Height Description
BASE 65083.639 2897420.862 1611.397 10mm Iron Peg
W1 65090.756 2897420.715 1611.484 10mm Iron Peg
W2 65227.415 2897432.004 1611.292 10mm Iron Peg
W3 65200.148 2897424.867 1611.685 10mm Iron Peg
W4 66411.601 2897286.126 1618.245 10mm Iron Peg
W5 66401.524 2897261.275 1618.121 10mm Iron Peg
W6 66394.769 2897244.235 1618.219 10mm Iron Peg
W7 66399.497 2897283.850 1615.084 10mm Iron Peg
-
PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
MAY 2017 P 00 PLANNING
. . . .
. . . .
. . . .
. . . .
. . . .
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FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
A0
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00
1 OF 1
1 : 750
LOCALITY PLAN
001
N
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
PROJECT START
X= 2 897 268.514
Y= 66 400.558
PROJECT END
X= 2 897 309.028
Y= 64 722.682
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
N
4166 CHERRYWOOD
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THACHVIEW 2
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TEL: (071) 937 3043
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EMAIL: [email protected]
CO
NT
IN
UE
D B
EL
OW
FR
OM
A
BO
VE
JUL 2017 T 00 TENDER
VAN RHY
N PONDIN
G CANAL
V
A
N
R
H
Y
N
P
O
N
D
IN
G
C
A
N
A
L
V
A
N
R
H
Y
N
P
O
N
D
I
N
G
C
A
N
A
L
BENCHMARKS ( SYSTEM WG 29 LOCAL SURVEY )
Name Y_Coord X_Coord Height Description
BASE 65083.639 2897420.862 1611.397 10mm Iron Peg
W1 65090.756 2897420.715 1611.484 10mm Iron Peg
W2 65227.415 2897432.004 1611.292 10mm Iron Peg
W3 65200.148 2897424.867 1611.685 10mm Iron Peg
W4 66411.601 2897286.126 1618.245 10mm Iron Peg
W5 66401.524 2897261.275 1618.121 10mm Iron Peg
W6 66394.769 2897244.235 1618.219 10mm Iron Peg
W7 66399.497 2897283.850 1615.084 10mm Iron Peg
PROPOSED NEW BOX
CULVERTS
REF TO DWG: TAZ-021-02-004
EXISITNG CANAL ROUTE TO
BE CLOSED
EXISITNG PIPE CULVERTS
TO BE CLOSED
EXISTING PIPE CULVERT TO BE
CHANGED TO BOX CULVERT
REF TO DWG: TAZ-021-02-012
EXISTING OVERHEAD
PIPE BRIDGE
CANAL DIVERSION POINT TO
BE CLOSED
REF DWG: TAZ-021-02-010
S
N
A
K
E
R
O
A
D
TEMPORARY CANAL
DIVERSION POINT DURING
CONSTRUCTION
SECTION A - A
REF DWG: TAZ-021-02-010
SECTION B - B
REF DWG: TAZ-021-02-010
-
PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
MAY 2017 P 00 PLANNING
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
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. .
. .
. .
. .
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. .
. .
. .
. .
. .
FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
A0
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00
1 OF 4
AS SHOWN
LAYOUT AND LONGITUDINAL SECTION
002
N
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
4166 CHERRYWOOD
CLOSE
THACHVIEW 2
THE REEDS
CENTURION
0157
TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
JUL 2017 T 00 TENDER
Name Y_Coord X_Coord Height Description
BASE 65083.639 2897420.862 1611.397 10mm Iron Peg
W1 65090.756 2897420.715 1611.484 10mm Iron Peg
W2 65227.415 2897432.004 1611.292 10mm Iron Peg
W3 65200.148 2897424.867 1611.685 10mm Iron Peg
W4 66411.601 2897286.126 1618.245 10mm Iron Peg
W5 66401.524 2897261.275 1618.121 10mm Iron Peg
W6 66394.769 2897244.235 1618.219 10mm Iron Peg
W7 66399.497 2897283.850 1615.084 10mm Iron Peg
1.72 (m/s)
EXISTING PIPE
CULVERT TO BE
CHANGED TO BOX
CULVERT
EXISTING
OVERHEAD PIPE
BRIDGE
-
PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
MAY 2017 P 00 PLANNING
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
A0
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00
2 OF 4
AS SHOWN
LAYOUT AND LONGITUDINAL SECTION
003
N
4166 CHERRYWOOD
CLOSE
THACHVIEW 2
THE REEDS
CENTURION
0157
TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
JUL 2017 T 00 TENDER
BENCHMARKS ( SYSTEM WG 29 LOCAL SURVEY )
Name Y_Coord X_Coord Height Description
BASE 65083.639 2897420.862 1611.397 10mm Iron Peg
W1 65090.756 2897420.715 1611.484 10mm Iron Peg
W2 65227.415 2897432.004 1611.292 10mm Iron Peg
W3 65200.148 2897424.867 1611.685 10mm Iron Peg
W4 66411.601 2897286.126 1618.245 10mm Iron Peg
W5 66401.524 2897261.275 1618.121 10mm Iron Peg
W6 66394.769 2897244.235 1618.219 10mm Iron Peg
W7 66399.497 2897283.850 1615.084 10mm Iron Peg
1,72 (m/s)
-
PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
MAY 2017 P 00 PLANNING
. . . .
. . . .
. . . .
. . . .
. . . .
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. .
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. .
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. .
. .
. .
. .
. .
. .
FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
A0
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00
3 OF 4
AS SHOWN
LAYOUT AND LONGITUDINAL SECTION
004
N
4166 CHERRYWOOD
CLOSE
THACHVIEW 2
THE REEDS
CENTURION
0157
TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
JUL 2017 T 00 TENDER
BENCHMARKS ( SYSTEM WG 29 LOCAL SURVEY )
Name Y_Coord X_Coord Height Description
BASE 65083.639 2897420.862 1611.397 10mm Iron Peg
W1 65090.756 2897420.715 1611.484 10mm Iron Peg
W2 65227.415 2897432.004 1611.292 10mm Iron Peg
W3 65200.148 2897424.867 1611.685 10mm Iron Peg
W4 66411.601 2897286.126 1618.245 10mm Iron Peg
W5 66401.524 2897261.275 1618.121 10mm Iron Peg
W6 66394.769 2897244.235 1618.219 10mm Iron Peg
W7 66399.497 2897283.850 1615.084 10mm Iron Peg
PROPOSED NEW BOX
CULVERTS
EXISITNG CANAL ROUTE TO
BE CLOSED
EXISITNG PIPE CULVERTS
TO BE CLOSED
1,72 (m/s)
-
PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
MAY 2017 P 00 PLANNING
. . . .
. . . .
. . . .
. . . .
. . . .
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. . . .
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. .
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. .
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. .
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. .
. .
. .
. .
. .
. .
FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
A0
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00
4 OF 4
AS SHOWN
LAYOUT AND LONGITUDINAL SECTION
005
N
4166 CHERRYWOOD
CLOSE
THACHVIEW 2
THE REEDS
CENTURION
0157
TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
JUL 2017 T 00 TENDER
BENCHMARKS ( SYSTEM WG 29 LOCAL SURVEY )
Name Y_Coord X_Coord Height Description
BASE 65083.639 2897420.862 1611.397 10mm Iron Peg
W1 65090.756 2897420.715 1611.484 10mm Iron Peg
W2 65227.415 2897432.004 1611.292 10mm Iron Peg
W3 65200.148 2897424.867 1611.685 10mm Iron Peg
W4 66411.601 2897286.126 1618.245 10mm Iron Peg
W5 66401.524 2897261.275 1618.121 10mm Iron Peg
W6 66394.769 2897244.235 1618.219 10mm Iron Peg
W7 66399.497 2897283.850 1615.084 10mm Iron Peg
PROPOSED NEW BOX
CULVERTS
EXISITNG CANAL ROUTE TO
BE CLOSED
EXISITNG PIPE CULVERTS
TO BE CLOSED
1.72 (m/s)
-
PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
MAY 2017 P 00 PLANNING
. . . .
. . . .
. . . .
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. .
. .
. .
. .
. .
. .
. .
. .
. .
. .
FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
A0
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00
1 OF 4
1:500
CROSS SECTION
006
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
4166 CHERRYWOOD
CLOSE
THACHVIEW 2
THE REEDS
CENTURION
0157
TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
JUL 2017 T 00 TENDER
-
PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
MAY 2017 P 00 PLANNING
. . . .
. . . .
. . . .
. . . .
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FOR CLIENT DATE
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DRAWING STATUS CODES :
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T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
A0
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00
2 OF 4
1:500
CROSS SECTION
007
TEL: (012) 841 1911
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DESIGN CHECKED BY
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DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
MAY 2017 P 00 PLANNING
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FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
A0
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00
3 OF 4
1:500
CROSS SECTION
008
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
4166 CHERRYWOOD
CLOSE
THACHVIEW 2
THE REEDS
CENTURION
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TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
JUL 2017 T 00 TENDER
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PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
MAY 2017 P 00 PLANNING
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FOR CLIENT DATE
NUMBER
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TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
A0
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00
4 OF 4
1:500
CROSS SECTION
009
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
4166 CHERRYWOOD
CLOSE
THACHVIEW 2
THE REEDS
CENTURION
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TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
JUL 2017 T 00 TENDER
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PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
MAY 2017 P 00 PLANNING
. . . .
. . . .
. . . .
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FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
A0
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00
NTS
AS SHOWN
CANAL TYPICAL DETAILS
010
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
4166 CHERRYWOOD
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THACHVIEW 2
THE REEDS
CENTURION
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TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
JUL 2017 T 00 TENDER
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PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
. . . .
. . . .
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FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
A0
1 OF 1
AS SHOWN
TYPICAL DETAILS: BOX CULVERTS
MAY 2017 P 00 PLANNING
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00011
4166 CHERRYWOOD
CLOSE
THACHVIEW 2
THE REEDS
CENTURION
0157
TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
JUL 2017 T 00 TENDER
-
PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
. . . .
. . . .
. . . .
. . . .
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FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
A0
1 OF 1
AS SHOWN
TYPICAL DETAILS : PIPE CULVERTS
SABER STREETS CROSS SECTION
SCALE 1:500
MAY 2017 P 00 PLANNING
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00012
4166 CHERRYWOOD
CLOSE
THACHVIEW 2
THE REEDS
CENTURION
0157
TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
JUL 2017 T 00 TENDER
-
PROJECT DESCRIPTION
DRAWING TITLE
DESIGN CHECKED BY
DRAWN BY
DISCIPLINE
CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
. . . .
. . . .
. . . .
. . . .
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. .
. .
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. .
. .
FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
TAZ PROJ. No
TAZ DRAWING NUMBER
DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
A0
1 OF 1
AS SHOWN
MAY 2017 P 00 PLANNING
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00013
4166 CHERRYWOOD
CLOSE
THACHVIEW 2
THE REEDS
CENTURION
0157
TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
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TYPICAL STONE PITCHING AND GABIONS
DETAILS
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GUARDRAIL ELEMENTS DETAILS
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CLIENTSTATUSDATE REV REVISION DESCRIPTION
REFERENCE DRAWING TITLEREF. DRG No. NOTES:
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWING CHECKED BY
CONSULTANT APPROVAL
NAME DATESIGNATURE
. . . .
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. .
FOR CLIENT DATE
NUMBER
COPYRIGHT RESERVED
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DISCIPLINE REVISIONSTATUS
A=AS BUILT
DRAWING STATUS CODES :
C=CONSTRUCTION
T=TENDERP=PLANNING
SHEET SIZESHEETSCALE
A0
1 OF 1
AS SHOWN
MAY 2017 P 00 PLANNING
TAZ-021002
T
STORMWATER
TM
TN
TM
TN
UPGRADING OF VAN RHYN PONDING CANAL
2. THE GIVEN LEVELS AND GEOMETRY OF THE ROAD ARE TO BE CONFIRMED AFTER AN APPROVAL OF SETTING OUT
FROM THE ENGINEER'S REPRESENTATIVE
00014
4166 CHERRYWOOD
CLOSE
THACHVIEW 2
THE REEDS
CENTURION
0157
TEL: (071) 937 3043
FAX: (
EMAIL: [email protected]
TEL: (012) 841 1911
FAX: (012) 841 1221
COUNCIL FOR GEOSCIENCE
280 PRETORIA ST
SILVERTON
PRETORIA
0184
1. THE MASTER OF THIS DRAWING IS HELD AT THE TAZU PROJECTS AND CONSULTING ENGINEERS AT PRETORIA
OFFICE AND BEARS THE ORIGINAL SIGNATURE OF APPROVAL
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TAZ-021-02-012-T-00- culvert design for municipal servitude crossing.pdfSheets and ViewsA1