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KLERKSOORD
EXTENSION 26
3m WIDE STORMWATER
SERVITUDE IN FAVOUR OF
THE CITY OF TSHWANE
1800m
mØ
/ 50D
1800m
mØ
/ 50D
NEW STORMWATER
OUTLET
1800m
mØ
/ 50D
1800m
mØ
/ 50D
1
8
0
0
m
m
Ø
/
5
0
D
MH5(D)
MH2(D)
JB1(D)
OUTLET
SW
-1
S
W
-
1
SW
-1
SW
-1
MH6(D)
MH3(D)
MH4(D)
OUT3.1
1
8
0
0
m
m
Ø
/
5
0
D
1800m
mØ
/ 50D
KLERKSOORD
EXTENSION 26
FU
TU
RE
S
TO
RM
WA
TE
R
KL
ER
KS
OO
RD
E
XT
.2
8
LIMIT OF
CONSTRUCTION
TRENCH TO BE
EXCAVATED IN
ORDER FOR
STORMWATER
TO DAYLIGHT
WM
PORTION 140
W
I
T
F
O
N
T
E
I
N
N
o
.
3
0
1
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J
R
RE
MA
IN
DE
R O
F P
OR
TIO
N 139
PORTION 138
PORTION 323
WITFONTEIN No. 301 - JR
WITFONTEIN No. 301 - JR
WITFONTEIN No. 301 - JR
WIT
FO
NT
EIN
N
o. 301 - JR
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1244m
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1240m
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1243m
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m
1243m
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C
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Q
R
S
T
U
V
368 (PARK)
REMAINDER OF PORTION 755
PORTION 138
R/139
REMAINDER OF PORTION 139
R.o.W. 10,00m
PORTION 323
PORTION 140
R.o.W.
AC
CE
SS
RO
AD
377
378
379
380
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382
397
398
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559
SE
RV
IT
UD
E O
F R
IG
HT
O
F W
AY
15,74m
R/160
R/164
PTN 146
PTN 147
1
6
m
B
U
I
L
D
I
N
G
L
I
N
E
(
P
R
O
P
O
S
E
D
K
8
)
R
5
6
6
A
F
R
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C
A
N
R
A
I
L
S
T
R
E
E
T
2
0
m
AR
CT
IC
T
ER
N S
TR
EE
T 20m
AF
RIC
AN
R
AIL S
TR
EE
T 13m
BO
NT
KW
AR
TE
L S
TR
EE
T 13m
1
6
m
BA
AR
DS
PE
G S
TR
EE
T 13m
GLA
NS
IB
IS
S
TR
EE
T 13m
GR
YS
SY
SIE
S
TR
EE
T 20m
1
6
m
H3
(
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R
O
P
O
S
E
D
K
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)
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5
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6
A
.
N
.
1
2
4
5
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1
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8
1
MA
GE
NT
A S
TR
EE
T 13m
TIT
AN
IU
M S
TR
EE
T 16m
STEEL BLUE STREET 16m
MAGENTA STREET 13m
140/301
146/301
323/301
138/301
139/301
160/301
164/301
KLERKSOORD
EXTENSION 28
KLERKSOORD
EXTENSION 29
KLERKSOORD
EXTENSION 26
31.48
15.74
15.74
4
5
0
m
m
Ø
/
1
0
0
D
450m
mØ
4
5
0
m
m
Ø
/
1
0
0
D
4
5
0
m
m
Ø
/
1
0
0
D
600m
mØ
1
0
5
0
m
m
Ø
/
5
0
D
7
5
0
m
m
Ø
525m
mØ
/ 100D
525mmØ / 100D
525mmØ
4
5
0
m
m
Ø
/
1
0
0
D
4
5
0
Ø
825mmØ / 75D
7
5
0
m
m
Ø
/
7
5
D
1350m
mØ
/ 50D
7
5
0
m
m
Ø
/
7
5
D
750m
mØ
/ 75D
450m
mØ
4
5
0
Ø
4
5
0
Ø
600Ø / 75D 675mmØ / 75D
4
5
0
Ø
1800m
mØ
/ 50D
1800m
mØ
/ 50D
1500m
mØ
/ 50D
8
2
5
m
m
Ø
/
7
5
D
1800m
mØ
/ 50D
1500m
mØ
/ 50D
600mmØ / 75D
450mmØ / 100D
750mmØ / 75D
4
5
0
Ø
450Ø
4
5
0
Ø
1650m
mØ
5
2
5
Ø
/
1
0
0
D
4
5
0
m
m
Ø
4
5
0
Ø
4
5
0
m
m
Ø
450m
m
Ø
4
5
0
Ø
5
2
5
Ø
/
1
0
0
D
450Ø
450Ø
4
5
0
Ø
7
5
0
m
m
Ø
/ 7
5
D
4
5
0
Ø
750Ø
75D
4
5
0
m
m
Ø
4
5
0
Ø
4
5
0
Ø
4
5
0
Ø
KI18(A1)
(2/2.5/1)
MH17(D)
KI16.1(A1)
(2/2.5/1)
KI15.1(A1)
(2/2.5/1)
MH14(C)
KI13.1(A1)
(2/2.5/1)
MH8(C)
KI10.10(A1)
(2/2.5/1)
KI10.6.1(A1)
(2/2.5/1)
KI10.4.1(A1)
(2/2.5/1)
KI10.3.1(A1)
(2/2.5/1)
MH10.2(D)
KI10.1.1(A1)
(2/2.5/1)
MH10(C)
KI35.1(A1)
(2/2.5/1)
JB34(D)
KI30.1(A1)
(2/2.5/1)
KI30(C)
(2/2.5/1)
MH29(C)
KI28(C)
(2/2.5/1)
JB27(D)
MH26(D)
MH24(D)
KI22(C)
(2/2.5/1)
MH21(C)
KI20.1(D)
(2/2.5/1)
KI19.1(D)
(2/2.5/1)
MH12(C)
JB12.1(D)
KI14.2(A1)
(2/2.5/1)
KI14.1(D)
(2/2.5/1)
MH10.5(C)
KI10.8.2(A1)
(2/2.5/1)
JB10.8.1(D)
KI22.1(A1)
(2/2.5/1)
KI23.1(A1)
(2/2.5/1)
KI23(C)
(2/2.5/1)
KI25.1(A1)
(2/2.5/1)
KI25(C)
(2/2.5/1)
KI28.1(A1)
(2/2.5/1)
KI29.2(A1)
(2/2.5/1)
KI29.1(D)
(2/2.5/1)
KI31.1.1(A1)
(2/2.5/1)
MH31(C)
KI32(C)
(2/2.5/1)
KI32.1(A1)
(2/2.5/1)
KI33.1.1(A1)
(2/2.5/1)
MH33(C)
KI19.2(A1)
(2/2.5/1)
KI20.2(A1)
(2/2.5/1)
KI36.2(A1)
(2/2.5/1)
JB36(C)
S
W
-
3
SW-3
S
W
-
1
3
SW-3
S
W
-
1
2
S
W
-
3
.
2
6
7
5
Ø
S
W
-
1
1
S
W
-
1
0
SW
-3
S
W
-
3
SW-3
S
W
-
3
SW
-3
SW
-3
SW
-3
SW
-7
SW-3
S
W
-
8
SW
-14
SW
-14
S
W
-
1
7
S
W
-9
SW
-2
S
W
-
2
SW-2
S
W
-
2
S
W
-
2
S
W
-
6
S
W
-
1
6
SW
-4
S
W
-5
SW
-1
S
W
-
1
S
W
-
1
S
W
-
1
S
W
-
1
S
W
-
1
SW
-1
S
W
-2
SW
-1
SW
-1
SW
-11
MH9(C)
MH7(D)
1
0
5
0
m
m
Ø
1800Ø
/ 50D
KI12.2(A1)
(2/2.5/1)
MH16(C)
JB15(C)
JB13(C)
JB10.1(C)
JB10.3(C)
JB10.4(C)
JB10.6(C)
MH10.8(C)
JB10.9(D)
MH19(C)
4
5
0
Ø
4
5
0
Ø
4
5
0
Ø
4
5
0
Ø
4
5
0
Ø
4
5
0
Ø
4
5
0
Ø
450Ø
JB31.1(C)
JB33.1(C)
SW-3
JB35(D)
S
W
-
1
.
1
S
W
-
1
.
2
S
W
-
1
.
3
S
W
-
2
.
2
S
W
-
2
.
3SW-2
S
W
-
2
.
4
5
2
5
Ø
S
W
-
2
.
1
S
W
-
3
.
1
MH6(D)
4
5
0
m
m
Ø
/
1
0
0
D
JB10.7(D)
JB11(D)
KI36.1(D)
(2/2.5/1)
S
W
-
1
2
.
1
S
W
-
1
3
.
1
S
W
-
3
.
3
MH20(C)
SW
-15
4
5
0
Ø
JB31.2(A1)JB33.2(A1)
JB40(A1)
4
5
0
Ø
4
5
0
Ø
1350m
mØ
/ 50D
KLERKSOORD
EXTENSION 28
KLERKSOORD
EXTENSION 29
KLERKSOORD
EXTENSION 26
TIT
AN
IU
M S
T 32m
PE
BB
LE
-D
AS
H S
T 13m
TE
RR
AIN
S
T 13m
PEBBLE-DASH ST 13m
CONCRETE ST 20m
CO
NC
RE
TE
S
T 20m
P
R
U
S
S
I
A
N
B
L
U
E
S
T
1
3
m
P
E
B
B
L
E
-
D
A
S
H
S
T
1
3
m
PE
BB
LE
-D
AS
H S
T 13m
STEEL BLUE ST 16m
PR
US
SIA
N B
LU
E S
T 13m
SP
RIN
G G
RE
EN
S
T 13m
S
L
O
P
E
S
T
1
6
m
S
L
O
P
E
S
T
1
6
m
X 2836800 X 2836800
X 2837000 X 2837000
X 2837200 X 2837200
Y8
68
00
Y8
68
00
Y8
66
00
Y8
66
00
Y8
64
00
Y8
66
00
TOWNSHIP BOUNDARY
NEW ROADS
JB
NEW JUNCTION BOX
EXISTING STORMWATER
NEW STORMWATER
3m SERVITUDE
MH
NEW MANHOLE
NEW KERB INLET
KI
NOTES AND SPECIFICATIONS
SEE INSET
INSET
SCALE 1:1000
Y8
66
00
X 2837500 X 2837500
100 YEAR FLOODLINE
50 YEAR FLOODLINE
WETLAND BUFFER
WETLAND
STORMWATER CANAL
LEGEND
NEW STORMWATER OUTLET
NEW PIPE END - BRICKED UP
0 17-10-2018 M.J. v JAARSVELD ISSUED FOR CONSTRUCTION -
1 11-03-2019 M.J. v JAARSVELD LAYOUT REVISED -
2 11-04-2019 M.J. V JAARSVELD ROAD CROSSFALL IN PRUSSIAN BLUE STREET REVISED -
M.J. v JAARSVELDB. PIETERSE
M.J. v JAARSVELD
M.J. v JAARSVELD 201170072
KLERKSOORD EXT. 28
STORMWATER LAYOUT PLAN
WL1718-2447
C756/1 C756
DECEMBER 2017 1:1000 A1
C756-920-001
1 OF 1
2
M
A
B
O
P
A
N
E
H
W
Y
(R
80)
KLERKSOORD
EXT. 28 - EXT.31
LOCALITY PLAN
N.T.S.
N
4
R
566
B
R
IT
S
R
D
(R
5
1
3
)
HARTBEESHOEK
ONDERSTEPOORT AH
KLERKSOORD AH
WOLMER
HESTEA
PARK
PRETORIA
NORTH
CHANTELLE
STORMWATER:
1. OUTSIDE EDGE OF STORMWATER PIPES TO BE 1.65m FROM ROAD EDGES IN 13m
ROAD RESERVES AND 2.3m IN 16m & 20m ROAD RESERVES. IN TITANIUM STREET THE
OUTSIDE EDGE OF STORMWATER PIPE IS TO BE 4.5m FROM THE ROAD EDGE.
2. ALL PIPES TO BE PRECAST REINFORCED CONCRETE WITH INTERLOCKING JOINTS
(OGEE) IN ACCORDANCE WITH SANS 677.
3. CONCRETE PRECAST SECTIONS TO CONFORM TO SABS 927-1969 SPECIFICATIONS.
4. ALL STORMWATER PIPES TO BE 450mm DIA / CLASS 100D UNLESS OTHERWISE
SHOWN. (EG. 525ø/75D - 525mm DIA/CLASS 75D)
5. PIPE BEDDING TO BE CLASS B UNLESS OTHERWISE SPECIFIED
6. ALL KERB INLETS TO BE 2.5m LONG INCLUDING LOW POINT KERB INLETS UNLESS
OTHERWISE SHOWN.
7. STORMWATER PIPES TO HAVE A MINIMUM SLOPE OF 0.667% 1:150 UNLESS
OTHERWISE SHOWN.
8. ALL PIPES TO BE LAID SOFFIT TO SOFFIT AT JUNCTION BOXES.
9. STORMWATER PIPES TO HAVE A MINIMUM COVER OF 1000mm AND 600mm IN ROAD
RESERVES AND ERVEN RESPECTIVELY.
10. JUNCTION BOX COVERS TO BE 300mm BELOW NATURAL GROUND LEVEL..
11. MANHOLES MUST BE IN ACCORDANCE WITH STANDARD DETAIL DRAWINGS AND
EQUIPPED WITH MEDIUM DUTY PRECAST CONCRETE COVERS AND FRAMES (SABS
TYPE 4). MANHOLES IN THE CARRIAGEWAY MUST BE EQUIPPED WITH HEAVY DUTY
CAST IRON COVERS AND FRAMES (SANS TYPE 2A) (SECUREX OR SIMILAR APPROVED)
12. JUNCTION BOXES, MANHOLES, KERB INLETS & OUTLET STRUCTURES MUST BE BUILT
ACCORDING TO CTMM STANDARD DETAIL DRAWINGS.
13. KERBS AND TRANSITION SECTIONS MUST BE BUILT ACCORDING TO THE CTMM
DRAWINGS: DRAWING NUMBER : STD-007 SHEET 1 AND 2.
14. ALL LEVELS OF EXISTING SERVICES ARE TO BE CHECKED AND VERIFIED ON SITE AND
SUBMITTED TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF THE
CONSTRUCTION.
15. ALL EXCAVATIONS AND BEDDING MUST BE INSPECTED AND APPROVED BY THE
ENGINEER BEFORE THE LAYING OF PIPES MAY COMMENCE.
16. CLEAN EXISTING STORMWATER INLETS AND REPAIR WHERE NECESSARY.(IF
APPLICABLE)
17. FOR ALL STORMWATER PIPES REFER TO LONGITUDINAL SECTIONS FOR SIZES,
CO-ORDINATES AND INVERT LEVELS.
FUTURE STORMWATER
DESIGN CHECKED BY
CITY OF TSHWANE
ROADS AND TRANSPORT DEPARTMENT
NR.DATE DESCRIPTION PAR.
AMENDMENTS
APPROVED
LOCATION OF PROJECT
DESCRIPTION OF PROJECT
PROJECT NO:
PROJECT STATUS
DRAWING
CONCEPT
DRAWING
TENDER
CONSTRUCTION
APPROVED FOR
DRAWING
AS BUILT
DRAWING
ORIGINAL PAPER SIZE:
DRAWING APPROVED BY ACT. DIVISIONAL HEAD
MR LEBEPE M.T. (THABO)
SIGNATURE:......................................................................... DATE:....................................
SIGNATURE:............................................................................. DATE:......................................................
DESIGNED
SCALE:DATE:
0001
P.O. BOX 1409
PRETORIA
ACT. DIVISIONAL HEAD
0001
P.O. BOX 1409
PRETORIA
DRAWING NO: SHEET NO:
REVISION
CONTRACT NO:
CONSULTANT DETAIL
DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.
PROJECT ENGINEER (CONSULTANT)
MANAGEMENT
DRAWN
INFRASTRUCTURE TECHNICAL INFORMATION
................................................................................ ................................................................................ ..............................................................
SIGNATURE:......................................................................... DATE:.................................... SIGNATURE:......................................................................... DATE:....................................
CONSULTING CIVIL AND
STRUCTURAL ENGINEERS
P.O. BOX 36148 Menlo Park 0102
Tel: (012) 460-0008
Fax: (012) 460-0005
E-Mail: [email protected]
W:\CC-Projects\C PROJECTS\C756 (KVJ) KLERKSOORD X 28\CAD Drawings\C756-920-001 REV2 - SW LO - 2019-04-11.dwg
GROUP HEAD
DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.
PROJECT ENGINEER (CITY OF TSHWANE)
................................................................................ ................................................................................ ..............................................................
DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.
................................................................................ ................................................................................ ..............................................................
DATEINITIALS AND SURNAME SIGNATURE AND Pr. No.
................................................................................ ................................................................................ ..............................................................
STRUCTURAL ENGINEER (CITY OF TSHWANE)
OFFICIAL REPRESENTATIVE (CITY OF TSHWANE)
MR LEBEPE M.T. (THABO) MR LETLONKANE P. (PHEKO)
WAYLEAVE NUMBER
GENERAL
1. ALL CONSTRUCTION TO BE DONE IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR MUNICIPAL CIVIL ENGINEERING WORKS, THIRD EDITION 2005,
(UNLESS ANOTHER SPECIFICATION IS SPECIFIED IN THE CONTRACT)
2. ALL DIMENSIONS ARE IN METERS (UNLESS OTHERWISE SPECIFIED)
3. DO NOT SCALE FROM THESE DRAWINGS
4. ALL DIMENSIONS MUST BE VERIFIED ON SITE
5. ALL THE SERVICES ARE SCHEMATIC AND MUST BE EXPOSED TO DETERMINE THEIR
POSITION BEFORE CONSTRUCTION CAN COMMENCE
6. SERVICES INSIDE THE WORK AREA TO BE IDENTIFIED AND THE SERVICE OWNERS
CONTACTED, AS PER THE PROJECT SPECIFICATIONS
7. THE LATEST STANDARD DRAWINGS OF CoT ARE APPLICABLE TO THE WORKS
8. TRAFFIC CONTROL MUST COMPLY WITH THE REQUIREMENTS OF THE SOUTH
AFRICAN ROAD TRAFFIC SIGNS MANUAL (THIRD EDITION)
a. DURING CONSTRUCTION THE CONTRACTOR SHALL PREPARE TRAFFIC
ACCOMMODATION DETAILS TO SUIT HIS WORKING METHODS TO BE AGREED
WITH THE ENGINEER
9. ALL KERBING, TRANSITION SECTIONS AND PEDESTRIAN RAMP ACCORDING TO CoT
DETAIL DRAWINGS AND PRECAST SECTIONS SHALL CONFORM TO SANS 927
10. ALL PRECAST TACTILE BLOCKS SHALL CONFORM TO SANS 784
TEMPORARY STORMWATER
BERM
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