Embed Size (px)
Citation preview
ERF 553PORTION OF ERF 553
PROPOSED NEW FIRE STATION
STAFF
PARKING
MAZWI STREET
WASH BAY
GAURD
PLANT ROOM
ERF BOUNDARY
A
F
D
C
B
1
2
3
4
5
6
7
8 9
10
11
12
13
14
15
16
ERF BOUNDARY
ERF BOUNDARY ERF BOUNDARY
BUILDING LINE
BUILDING LINEBUILDING LINE
BUILDING LINE
WASTE
CLIENT
PARKING
123
4 5 6 7
to Kgotoso Street
from Mazwi Street
1800mm High Perimeter Wall
1800mm High Perimeter Wall
1800mm High Perimeter Wall
1800mm High Perimeter Wall
1800mm High Wall
1800mm High Wall
1800mm High Wall
Braai
Landscaping
Landscaping
Landscaping
Landscaping
Landscaping
Landscaping
Landscaping
BM1
EXISTING WATER METER
EXISTING VALVE
EXISTING STORM WATER PIPE
SYMBOLS DESCRIPTION
LEGEND
EXISTING TELKOM MANHOLE
EXISTING ELECTRICAL METER BOX/
TRANSFORMER
EXISTING WATER PIPE
EXISTING ELECTRICAL POLE
EXISTING POWER LINE
BM1
Discipline
Engineer:
CIVIL
Drawing title
Client
Client:
Signed by
RevisionSize
Checked
Drawn
Issued For:
Date Designed
Scale
Dwg No:
Project
KATLEHONG
FIRE STATION
A1 00
-Nov 2016
TENDER
Consultant
Tel: +27(0) 861 276 266
www.csmeng.co.za
16-0373107C/T/01
EXISTING SERVICES
Stage
LW
MV
Tender
1:250
M. Voster
Reg. no:20130657
75
110
110
7
5
5
0
DESCRIPTIONSYMBOLS DESCRIPTION
BENDS
REDUCER
T-PIECE
CONNECT TO EXISTING
PROPOSED HYDRANT
90°
PROPOSED WASH BAY CONNECTION
(AS PER MECHANICAL DRAWING)
PROPOSED VALVE
PROPOSED 110mm Ø uPVC CLASS 12
WATER PIPE
ENDCAP
LEGEND
PROPOSED 75mm Ø uPVC CLASS
WATER PIPE
EXISTING 160mm Ø uPVC CLASS 12
WATER PIPE
ERF 553PORTION OF ERF 553
STAFF
PARKING
MAZWI STREET
ERF BOUNDARY
A
F
D
C
B
1
2
3
4
5
6
7
8 9
10
11
12
13
14
15
16
ERF BOUNDARY
ERF BOUNDARY
BUILDING LINE
BUILDING LINE
BUILDING LINE
CLIENT
PARKING
123
4 5 6 7
to Kgotoso Street
1800mm High Perimeter Wall
1800mm High Perimeter Wall
1800mm High Perimeter Wall
1800mm High Wall
1800mm High Wall
1800mm High Wall
Braai
181716151413121110
9 8 7 6 5 4 3 2 1
Generator Room BA Compressor OC Room
Medical Store
Laundry Room
Equipment Store
Hose and Form Room
Engine Bay
Stair
Watch Room
Office 04 Office 05
General Office
Muster Area
Store
IT Room
Office 01 Office 02 Office 03
Ladies WC
Mens WC
Manager's Office
Boardroom
Passage 05
Reception
Passage 01
Passage 02
Braai Area
Staff Room
Female Ablutions
Male Ablutions
Laundry
Plant Room
Mens WCLadies WC
Passage 03
Multi-purpose and
Dining Room
Gymnasium
Main Entrance
Para WC
Waste
Braai
Staff Yard
Yard
Wash Bay
Guard House
GH WC
Pass. 05
90°
90° 90°
90°
90° 90°
90° 90°
LE
TS
OH
O S
TR
EE
T
V1
90°
75
75
75
75
WA
TE
R
ST
OR
AG
E T
AN
K
CONNECT TO STORAGE TANK
AS PER MECHANICAL
DWG NO. ME-0373107C-F-101
CONNECT TO EXISTING
WATER MAIN
90°
90°
90°
90°
90°
40.32m
75
75
77.18m
10.33m
41.01m
41.01m
18.15m
18.15m 15.17m
10.68m
5.61m
30.40m
28.40m
22.42m
24.42m
7.86m
22.66m
5.76m
22.30m
24.51m
GENERAL NOTES:
- ALL PIPES TO BE MIN DEPTH OF 600mm
- ALL EXCAVATIONS JOINTING, BEDDING, BACKFILLING,
COMPACTION AND TESTING TO CONFIRM TO RELEVANT
SABS1200: L & LB CLAUSES.
- AS-BUILT DATA TO REACH ENGINEER ONCE PIPE
SECTION HAS BEEN INSPECTED, TESTED AND PASSED
BY ENGINEER.
- DIMENSIONS NOT TO BE SCALED FROM DRAWING.
- EXISTING 160mm Ø WATER PIPE TO BE LOCATED ON
SITE.
Discipline
Engineer:
CIVIL
Drawing title
Client
Client:
Signed by
RevisionSize
Checked
Drawn
Issued For:
Date Designed
Scale
Dwg No:
Project
KATLEHONG
FIRE STATION
A1 00
PMNov 2016
TENDER
Consultant
Tel: +27(0) 861 276 266
www.csmeng.co.za
16-0373107C/T/02
WATER RETICULATION
Stage
LW
MV
Tender
1:250
M. Voster
Reg. no:20130657
ERF 553
PORTION OF ERF 553
STAFF
PARKING
MAZWI STREET
ERF BOUNDARY
A
F
D
C
B
1
2
3
4
5
6
7
8 9
10
11
12
13
14
15
16
ERF BOUNDARY
ERF BOUNDARY
BUILDING LINE
BUILDING LINE
BUILDING LINE
CLIENT
PARKING
123
4 5 6 7
to Kgotoso Street
1800mm High Perimeter Wall
1800mm High Perimeter Wall
1800mm High Perimeter Wall
1800mm High Perimeter Wall
1800mm High Wall
1800mm High Wall
1800mm High Wall
Braai
181716151413121110
9 8 7 6 5 4 3 2 1
Generator Room BA Compressor OC Room
Medical Store
Laundry Room
Equipment Store
Hose and Form Room
Engine Bay
Stair
Watch Room
Office 04 Office 05
General Office
Muster Area
Store
IT Room
Office 01 Office 02 Office 03
Ladies WC
Mens WC
Manager's Office
Boardroom
Passage 05
Reception
Passage 01
Passage 02
Braai Area
Staff Room
Female Ablutions
Male Ablutions
Laundry
Plant Room
Mens WCLadies WC
Passage 03
Multi-purpose and
Dining Room
Gymnasium
Main Entrance
Para WC
Waste
Braai
Staff Yard
Yard
Wash Bay
Guard House
GH WC
Pass. 05
MH2
1550.670
1549.996
0.674
IL=1550.319
MH4
1550.67
1550.263
0.407
MH5
1550.67
1550.13
0.540
MH6
1550.67
1550.07
0.600
10.36m
1:200
10.14m
1:180
24.00m
1:185
10.86m
1:190
MH3
1550.670
1549.829
0.840
27.09m
1:180
MH8
1550.670
1549.775
0.895
MH7
1550.67
1549.93
0.740
27.30m
1:195
RE
80.00m
1:200
LE
TS
OH
O S
TR
EE
T
REFER TO
DWG NO. 16-0373107C/06
FOR WASH BAY TRAP DETAIL
2
8
.
2
8
m
1
:
1
6
4
MH1
1550.670
1550.048
0.622
33.40m
1:200
10.93m
1:200
OT
1550.670
1550.220
0.450
C
O
N
N
E
C
T
I
O
N
F
R
O
M
W
A
S
T
E
A
R
E
A
FT
1550.67
-
-
CONNECT TO EXISTING.
LEVELS TO BE CONFIRMED
EX
MH
-
1549.25
-
80.00m
1:200
MH9
1550.00
1549.25
0.75
25.44m
1:200
COVER LEVEL TO BE
CONFIRMED ON SITE
DESCRIPTIONSYMBOL DESCRIPTION
CONNECT TO EXISTING
PROPOSED SEWER
MANHOLE
PROPOSED SEWER MANHOLE
PROPOSED 110mm Ø uPVC CLASS 34
WASH BAY CONNECTION
MH1
-
-
-
REPROPOSED RODDING EYE
COVER LEVEL
INVERT LEVEL
DEPTH
MANHOLE NUMBER
EXISTING SEWER MANHOLE
EXISTING 160mm Ø uPVC CLASS 34
SEWER PIPE
LEGEND
PROPOSED 160mm Ø uPVC CLASS 34
SEWER PIPE
CONCRETE ENCASED
PROPOSED SOLID WASTE TRAP
Discipline
Engineer:
CIVIL
Drawing title
Client
Client:
Signed by
RevisionSize
Checked
Drawn
Issued For:
Date Designed
Scale
Dwg No:
Project
KATHELONG
FIRE STATION
A1 00
P.MNov 2016
TENDER
Consultant
Tel: +27(0) 861 276 266
www.csmeng.co.za
16-0373107C/T/03
SEWER LAYOUT
(OPTION 2)
Stage
L.WTender
1:250 MV
M. Voster
Reg. no:20130657
SEE INSET 1
INSET 1
SCALE 1:250
ERF 553
PORTION OF ERF 553
STAFF
PARKING
MAZWI STREET
ERF BOUNDARY
A
F
D
C
B
1
2
3
4
5
6
7
8 9
10
11
12
13
14
15
16
ERF BOUNDARY
BUILDING LINE
BUILDING LINE
CLIENT
PARKING
123
4 5 6 7
to Kgotoso Street
1800mm High Perimeter Wall
1800mm High Wall
1800mm High Wall
1800mm High Wall
181716151413121110
9 8 7 6 5 4 3 2 1
Generator Room BA Compressor OC Room
Medical Store
Laundry Room
Equipment Store
Hose and Form Room
Engine Bay
Stair
Watch Room
Office 04 Office 05
General Office
Muster Area
Store
IT Room
Office 01 Office 02 Office 03
Ladies WC
Mens WC
Manager's Office
Boardroom
Passage 05
Reception
Passage 01
Passage 02
Braai Area
Staff Room
Female Ablutions
Male Ablutions
Laundry
Plant Room
Mens WC
Ladies WC
Passage 03
Multi-purpose and
Dining Room
Gymnasium
Main Entrance
Para WC
Waste
Braai
Staff Yard
Yard
Wash Bay
Guard House
GH WC
Pass. 05
LE
TS
OH
O S
TR
EE
T
1550.851
1550.670
1550.670
1551.00 1551.00
1551.00
1551.00
1550.67
1551.00
1550.67
1551.00
1551.00
CP2
1550.670
1550.048
0.622
CP1
1550.670
1550.048
0.622
3
3
.9
7
m
1
:1
8
0
1:200
1:200
1:200
1:200
1:200
1:200
BK
2
E1
BK
2
BK
2B
K2
BK
2
BK
2
BK2
BK2
BK2
BK2
BK2
BK
2
BK
2
E1
BK2
BK
2
1:200
E1
E1
E1
BK
2
1:200
1:200
1:200
BK2
BK
2
1:200
1550.670
R1
1:200
1:2001:200
CONCRETE GRID INLET-CUT OFF TRENCH
R1
1:200
1:200
1:200
1.64m
1:200
1:200
1:2
00
1:2
00
1:2
00
1:2
00
1:200
1:200
1:2
00
1:2
00
1:2
00
1:200
1:200
1:200
1:200
1:2
00
1:200
1:2
00
1:200
1:200
1:200
1:200
1:200
1:2
00
1:2
00
1:2
00
1:2
00
1:2
00
1:200
1:200
PAVING
PAVING
PAVING
PAVING
PAVING
PAVING
PAVING
PAVING
PAVING
GENERAL NOTES:
- ALL PIPES TO BE MIN DEPTH OF 600mm
- ALL EXCAVATIONS JOINTING, BEDDING, BACKFILLING,
COMPACTION AND TESTING TO CONFIRM TO RELEVANT
SABS1200: L & LB CLAUSES.
- AS-BUILT DATA TO REACH ENGINEER ONCE PIPE
SECTION HAS BEEN INSPECTED, TESTED AND PASSED
BY ENGINEER.
- DIMENSIONS NOT TO BE SCALED FROM DRAWING.
- EXISTING 400mm Ø STORMWATER PIPE TO BE LOCATED ON
SITE.
SYMBOLS DESCRIPTION
PROPOSED BK2 (BARRIER KERB)
LEGEND
FLOW DIRECTION
R1
STOP SIGN
STOP SIGN ROAD MARKING
PROPOSED GRID INLET CATCHPIT
TRAPEZOIDAL DITCH LINER CHANNEL
CP /
MH
354.48
352.98
1.50
PROPOSED
CATCHPIT /
MANHOLE
COVER LEVEL
INVERT LEVEL
DEPTH
CATCHPIT / MANHOLE
NUMBER
CONNECT TO EXISTING
PROPOSED 375mm Ø CONCRETE
STORM WATER PIPE
EXISTING 400mm Ø CONCRETE
STORM WATER PIPE
PROPOSED E1 (EDGING)
53.94m
1:180
MH1
1550.67
1550.048
0.622
Discipline
Engineer:
CIVIL
Drawing title
Client
Client:
Signed by
RevisionSize
Checked
Drawn
Issued For:
Date Designed
Scale
Dwg No:
Project
KATLEHONG
FIRE STATION
A1 00
PMNov 2016
TENDER
Consultant
Tel: +27(0) 861 276 266
www.csmeng.co.za
16-0373107C/T/04
STORM WATER LAYOUT
Stage
LW
MV
Tender
1:250
M. Voster
Reg. no:20130657
SEE INSET 1
INSET 1
SCALE 1:250
X(mm)
800
250
250
200
200
300
600
D(mm)
700
150
400
SANDY SOIL
BEARING CAPASITY 200-400kPa
300
550
150
650
800
75
Z(mm)
350
1100350
90° BEND
200
500
500
450
900
PIPE
DIA
100
100
1600
1100
1300
2300
1250
2100
1600
300
200
250
350
450
350
1500
1100
1200
900
500
600
500
400
250
350
200
300 1000
650
1100
900
800
400
500
600
500
X(mm)
STIFF CLAYEY SOIL
BEARING CAPASITY 100-200kPa
650
SOFT CLAYEY SOIL
BEARING CAPASITY 50-100kPa
550
X(mm)
900
PIPE
DIA
75
100
150
D(mm) Z(mm)
300
450
700
220
350
150
90° BEND PIPE
DIA
100
75
150
D(mm) Z(mm)
450
350 250
700
300450
350
150
220
90° BEND
SIDE OF TRENCH
X
Z
X
CAST BLOCK AGAINST UNDISTURBED
EXCAVATION AND AROUND THE AXIS
OF SYMMETRY OF FITTINGS
SIDE OF TRENCH
Z
TABLES BELOW REFER
TO THIS DIAMETER
SANDY SOIL
BEARING CAPACITY 200-400kPa
PIPE
DIA
X(mm)
TEE AND END CAP
D(mm) Z(mm)
75
100
150
250
350
450
150
200
100
200
300
350
450
500
550
STIFF CLAYEY SOIL
BEARING CAPASITY 100-200kPa
PIPE
DIA
X(mm)
TEE AND END CAP
D(mm) Z(mm)
75
100
150
200
250
300
350
350
450
700
900
1100
1300
1600
250
300
450
650
800
1000
1100
160
225
300
550
500
450
350
350
300
250
200
500
450
350
550
450
350
300
225
160
1500
1200
1100
900
700
450
300
2300
2100
1600
1250
900
650
550
350
300
250
200
150
100
75
Z(mm)D(mm)X(mm)
PIPE
DIA
TEE AND END CAP
SOFT CLAYEY SOIL
BEARING CAPASITY 50-100kPa
800
700
550
1100
900
800
650
SIDE OF TRENCH
SIDE OF TRENCH
X
D = DEPTH OF BLOCK
Z
2
BLOCK CAST AGAINST UNDISTURBED
EXCAVATION AND AROUND THE
AXIS OF SYMMETRY OF FITTINGS
X
THRUST BLOCK DETAILS
NOTE:
COUPLING AND FLANGES
MUST BE LEFT FREE OF CONCRETE
NOTE:
COUPLING AND FLANGES
MUST BE LEFT FREE OF CONCRETE
D=DEPTH
OF BLOCK
COMPACTED SELECTED
FILL BLANKET COMPACTED TO 93%
OF MOD AASTHO (100% FOR SAND)
BEDDING CRADLE OF COMPACTED
SELECTED GRANULAR MATERIAL
COMPACTED TO 93% OF MOD AASHTO
(100% FOR SAND)
10
0
TYPICAL BEDDING
FOR FLEXIBLE PIPES
N.T.S
10
0
D
20
0
300 300
BACKFILL COMPACTED TO 93%
OF MOD AASTHO (100% FOR SAND)
VA
RIE
S
GATE VALVE AS SPECIFIED
uPVC 160mm Ø
LENGTH AS REQUIRED
BACKFILL MATERIAL
COMPACTED AS SPECIFIED
500mm x 500mm x 200mm
15MPa/19mm CONCRETE
POLYMER CONCRETE TYPE 3A
VALVE CHAMBER COMPLYING
WITH SANS 1882:2003
FINISHED LEVEL IN
UNPAVED AREAS
FINISHED LEVEL IN ROADS
AND SIDE WALKS
50
DETAIL OF VALVE CHAMBER
NTS
BU
ILD
IN
G
ED
GE
MA
IN
W
AT
ER
P
IP
E
SINGLE CONNECTION
PLAN
Scale: N.T.S
TYPICAL WATER CONNECTION
SPECIFICATIONS FOR PIPES AND FITTINGS
ITEM
No
uPVC 40mm x 25 / 15 mm dia. REDUCING TEE
END CAP
HDPE
1
2
3
INCOME GROUP
SINGLE
'H' TO 'M'
25 / 15
25 / 15
Y6 REINFORCING
STEEL ROD IN EACH
CORNER WITH 20mm COVER
BLUE
WHITE
SURFACE PAINTED
YELLOW FOR FIRE
HYDRANTS AND
WHITE FOR VALVES
VALVE AND HYDRANT MARKER BLOCKS
PLAN
NTS
285
2
0
0
2
0
0
140
75
500
500
150
150
DENSOTAPE WRAPPED,
30% OVERLAY
BOOSTER PUMP
DETAIL
N.T.S
NGL
110mm Ø FLANGED
FIRE HYDRANT TEE
FLANGE DRILLED TO
SANS 1123 (TABLE 1000/3)
100mm Ø GALVANISED MILD STEEL PIPE
(MEDIUM DUTY) INCREASE PIPE
DIAMETER TO 100mm IF DOUBLE
HEADED OUTLET IS USED
TAMPER-PROOF HYDRANT WITH STAINLESS
STEEL SPINDLE AS APPROVED
800
2 C
OA
TS
M
ED
IU
M R
ED
E
NA
ME
L
WIT
H S
UIT
AB
LE
U
ND
ER
C
OA
T
NOTE:
1. ALL UNDERGROUND FITTINGS SHALL BE
FLANGED (TABLE 1000/3, SANS 1123) AND
CORROSION PROTECTED.
SEE NOTE 1
NON RETURN VALVE
IN MANHOLE
65mm Ø GALVANISED MILD STEEL PIPE
(MEDIUM DUTY) INCREASE PIPE
DIAMETER TO 100mm IF DOUBLE
HEADED OUTLET IS USED
DENSOTAPE WRAPPED,
30% OVERLAY
Discipline
Engineer:
CIVIL
Drawing title
Client
Client:
Signed by
RevisionSize
Checked
Drawn
FOR:
Date Designed
Scale
Dwg No:
Project
KATLEHONG
FIRE STATION
A1 00
PM
LWTender
Nov 2016
TENDER
Consultant
Tel: +27(0) 861 276 266
www.csmeng.co.za
As Shown
16-0373107C/T/05
WATER DETAILS
Stage
MV
M. Voster
Reg. no:20130657
1000
PRECAST RINGS
300
185
150
75 230 1050230
75
SECTION
PRECAST SEWER MANHOLE
<2m DEEP
Scale: N.T.S
600 M
AX
FILLET OF 1:3
CEMENT MORTAR
SEE INTERLOCKING
JOINT DETAIL
20MPa CONCRETE BASE
1:6
1:6
PRECAST CONCRETE
COVER SLAB SET
IN 1 : 2 MORTAR
MINIMUM 2 COURSES 230 BRICKWORK
FINISHED GROUND
WITHIN ROAD RESERVE
TYPE 2A POLYMER
CONCRETE LID AND
FRAME TO SANS
1882:2003
230mm MASONRY
NOTES:
1. MANHOLE LID AND FRAME TO BE TYPE 2A
POLYMER CONCRETE ACCORDNG TO SANS
1882:2003.
2. "CALCAMITE" STEP IRONS TO BE PROVIDED
IN MANHOLE >1.2m DEEP.
3. STEP IRONS TO BE STAGGERED AT 300mm CRS
VERTICALLY AND 200mm CRS HORIZONTALLY
STARTING 500mm BELOW COVER LEVEL.
4. BITUJOINT PUTTY OR SIMILIAR BITUMEN
COMPOUND TO BE USED AS A JOINT SEALANT
BETWEEN MANHOLE RINGS.
5. OPENING IN COVER SLABS TO BE OFFSET TO
ONE SIDE.
6. BENCHING TO BE MIN. 20mm THICK USING 1:3
CEMENT MORTAR
7. MORTAR AND PLASTER ON BENCHING TO BE
AS PER SABS 1200 LD.
8. ALL CONCRETE TO BE MADE WITH THE APPROVED
CONCRETE MIX FOR THE PROJECT.
9. ALL COVER SLABS TO BE REINFORCED WITH R12
BARS AT 150mm CENTRES BOTH WAYS WITH 30mm
COVER.
10. ALL BRICKWORK SHALL BE PLASTERED
INTERNALLY AND EXTERNALLY (MINIMUM 13mm
THICK) AND SEALED WITH 3 COATS FLINTKOTE 3
(ABE) AND 1 COAT SILVAKOTE (ABE).
11. ALL MANHOLES SHALL BE WATER THIGHT.
12. COVER LEVELS TO PROTRUDE 50mm ABOVE
NGL IN UNPAVED AREAS.
13. CONCRETE BASE: Y12 BARS @150mm c/c BOTH
DIRECTIONS WITH A MINIMUM COVER OF 40mm.
JOINT SEALER CONSISTING OF
2X BITUJOINT PUTTY INSTALLED
IN ACCORDANCE WITH MANUFACTURES
SPEC.
CAULK SMOOTH ON
INSIDE WITH 1:3
CEMENT : SAND GROUT
2 LAYERS OF 200mm WIDE x 0.15mm THICK
HDPE SELF ADHESIVE MEMBRANE. BITUPRIME
PRIMER TO BE APPLIED IN ACCORDANCE
WITH MANUFACTURES SPEC.
INTERLOCKING
JOINT DETAIL
Scale: N.T.S
INSIDE OF MANHOLE
SECTION
Scale: N.T.S
20MPa CONCRETE BASE
INSITU CONCRETE
BENCHING / TOPPING
20mm THICK 3:1 MORTAR
FROM PIPE SOFFIT
SLOPED IN 1 IN 6
BENCHING DETAIL
PLAN
Scale: N.T.S
* IL = INVERT LEVEL
IL 00mm
IL +75mm
IL +50mm
IL +25mm
833
450
22,5
uPVC RODDING EYE
FRAME BEDDED IN 1:3 MORTAR
CAST IN-SITU OR PRECAST SLAB
ON SOIL COMPACTED (300mm DEEP)
TO 90% MOD. AASTHO (100% FOR SAND)
FLEXIBLE JOINT
FLOW
160mm Ø
RODDING EYE DETAIL
Scale: N.T.S
PROPOSED BUILDING WALKWAY
TYPICAL SECTION OF SERVICES
ALONG BUILDINGS
N.T.S
PROPOSED SEWER
PROPOSED
DOMESTIC WATER
VA
RIE
S
600m
m M
IN
PROPOSED MANHOLE
1000
COMPACTED SELECTED
FILL BLANKET COMPACTED TO 93%
OF MOD AASTHO (100% FOR SAND)
BEDDING CRADLE OF COMPACTED
SELECTED GRANULAR MATERIAL
COMPACTED TO 93% OF MOD AASHTO
(100% FOR SAND)
100
TYPICAL BEDDING
FOR FLEXIBLE PIPES
N.T.S
100
D
200
300 300
BACKFILL COMPACTED TO 93%
OF MOD AASTHO (100% FOR SAND)
VA
RIE
S
BUILDING EDGE
110mm Ø uPVC CLASS 34
PIPE CONNECTION
160mm Ø uPVC
CLASS 34
160mm x 110mm Y - JUNCTION
110mm x 110mm
Y - JUNCTION
110mm Ø 45° LONG
RADIUS BEND
BU
IL
DIN
G E
DG
E
1000
SEWER BUILDING CONNECTION
PLAN LAYOUT
10
00
FLOWFLOW
90
0
15
060
01
50
150 450 150
150 450 150 450 150
15
06
00
15
04
50
15
0
10
05
00
30
0
24
0
10
07
00
SECTION A - A SECTION A - A
25
25
12
0
NOTE:
1. INNER DIMENSIONS OF CHAMBERS MUST
BE ACCORDING TO THE DAYLIGHT OPENING
OF FRAMES.
2. ALL PIPES SHOWN ARE 100mm Ø PIPES.
3. NO TRAFFIC WILL BE ALLOWED ON THE
COVERS.
450x600mm
STORM WATER
GRATING
450x600mm-38kg
CI SINGLE SEAL MANHOLE
COVER AND FRAME
25
S.A.B.S 1115 - FIG. 5
S.A.B.S 558 - FIG. 14C
SECTION B - B
A
A
B
B
15
00
1350
750
PLAN VIEW
OIL & GREASE TRAP
FOR VEHICLE WASH BAY
PLAN VIEW
OIL & GREASE TRAP
FOR VEHICLE WASH BAY
100Ø VCP
OUTLET
20Ø BARS
CONCRETE
CHANNEL
PLAN
SECTION A-A
60
0
B
A A
SOLID WASTE TRAP
N.T.S
480x580mm STAINLESS STEEL
CONTAINER PERFORATED WITH
6mmØ HOLES
INLET
B
230 600 230
23
05
00
23
0
360
CONCRETE
GRID
360 230 500 230
OUTLET
30
03
00
25
0
12
00
250 730 250
MASS CONCRETE
FOOTING, 20MPa
230mm BRICK WALL
PLASTERED SMOOTH ON INSIDE
PAINTED WITH SIKAGARD-63 N
APPLIED ACCORDING TO
MANUFACTURERS SPEC
500x600 G.I COVER AND FRAME
INTERNAL TOC OF BASE SMOOTH STEEL
TROWEL FINISH PAINTED WITH
SIKAGARD-63N APPLIED ACCORDING TO
MANUFACTURERS SPEC
60
0
SECTION B-B
60
0
480x580mm STAINLESS STEEL
CONTAINER PERFORATED WITH
6mmØ HOLES
230 600 230
OUTLET
30
03
00
25
0
12
00
250 830 250
MASS CONCRETE
FOOTING, 20MPa
230mm BRICK WALL
PLASTERED SMOOTH ON INSIDE
PAINTED WITH SIKAGARD-63 N
APPLIED ACCORDING TO
MANUFACTURERS SPEC
INLET
500x600 G.I COVER AND FRAME
INTERNAL TOC OF BASE
SMOOTH STEEL TROWEL FINISH
PAINTED WITH SIKAGARD-63N
APPLIED ACCORDING TO
MANUFACTURERS SPEC
Discipline
Engineer:
CIVIL
Drawing title
Client
Client:
Signed by
RevisionSize
Checked
Drawn
FOR:
Date Designed
Scale
Dwg No:
Project
ELANDSFONTEIN
FIRE STATION
MV
A1 00
PM
LWTender
Nov 2016
TENDER
Consultant
Tel: +27(0) 861 276 266
www.csmeng.co.za
As Shown
16-0372607C/T/06
SEWER DETAILS
M. Voster
Reg. no:20130657
Stage
100
20
52
05
61
0
50
60
0
400
ALUMINIUM
REINFORCEMENT
ACCORDING TO
BS 1476 HE 19 WP
REINFORCEMENT FOR ROADSIGN
DETAIL OF REINFORCEMENT
FRONT ELEVATION
KERB
PAVEMENT
(100mm GRAVEL LAYER)
ROADSIGN: 1,6mm
ALUMINUM ALLOY
FLAT PLATE ACCORDING
TO BS 1470 NS4
HARDWORK TO 3/4H
GALVANISED
PIPE SUPPORT 65mmØ
WITH 3,25mm WALL
THICKNESS
CONCRETE FOOTPIECE
15MPa/38mm
600 OPTIONAL
300 MINIMUM
450
60
0
600
1
5
0
3
5
5
3
5
5
3
5
5
ROADSIGN DETAIL (R1)
R1 STOPSIGN
PAVEMENT
300mm RTM1 (WHITE STOPLINE)
10
0m
m R
M1
(W
HIT
E B
AR
RIE
R L
IN
E)
90
00
M
IN
IM
UM
18
00
0
15
00
M
IN
IM
UM
24
00
M
AX
IM
UM
12
50
50
0
18
00
25
00
52
0
23
5
99
0
23
5
52
0
52
01
98
0
20
0
52
01
46
05
20
20
0
52
07
05
52
07
55
15
0
21
0
15
0
18
0
15
0
18
0
15
0
21
0
15
0
15
0
21
0
15
0
510
300
510
300
510
300
510
100
2,54 17,5 2,54
10,5
45
2,5
41
2,5
2,5
4
ROAD MARKINGS AND SIGNS
NTS
NOTE:
ALL KERBS MUST BE EMBEDDED IN
15MPa/6,7mm CONCRETE
BARRIER KERB
NTS
150
250
1
2
5
125
FIG 4
20050
75
EDGING KERB
NTS
100 50
50
100
TYPE S-C PAVING BLOCK
TURNED ON SIDE
NGL
TYPE S-C
PAVING BLOCK
80mm CLASS 35 MPA CONCRETE TYPE S-A INTERLOCKING PAVER (GREY) TO SANS 1058
LAID IN HERRING BONE PATTERN ON 20mm SAND BLINDING (SANS 1200MJ3.3)
TREATED WITH APPROVED WEED KILLER
150mm SUB-BASE (G5) COMPACTED
TO 95% OF THE MOD AASHTO DENSITY
RIP AND RECOMPACT 150mm IN SITU ROAD-BED TO 93% OF MOD
AASHTO DENSITY (100% FOR SAND)
FIG4
NGL
FIG 4 - TYPICAL CROSS SECTION OF
ROAD AND PARKING
NTS
E1 - TYPICAL CROSS SECTION OF
ROAD AND PARKING
NTS
80mm CLASS 35 MPA CONCRETE TYPE S-A INTERLOCKING PAVER (GREY) TO SANS 1058
LAID IN HERRING BONE PATTERN ON 20mm SAND BLINDING (SANS 1200MJ3.3)
TREATED WITH APPROVED WEED KILLER
150mm SUB-BASE (G5) COMPACTED
TO 95% OF THE MOD AASHTO DENSITY
RIP AND RECOMPACT 150mm IN SITU ROAD-BED TO 93% OF MOD
AASHTO DENSITY (100% FOR SAND)
150mm BASECOURSE (G4) STABILIZED WITH 2% CEMENT
(C4) COMPACTED TO 95% OF THE MOD AASHTO DENSITY
150mm BASECOURSE (G4) STABILIZED WITH 2% CEMENT
(C4) COMPACTED TO 95% OF THE MOD AASHTO DENSITY
30 x 30 x 3mm L ANGLES
30
450
500mm WIDE MEMPHIS GRID
30mm x 4.5mm BARRIER BAR
25x3 FLAT ANCHORS
50mm LONG CAST
INTO CONCRETE
DITCH LINER WALL
DITCH LINER WALL
DETAIL OF GRID
ON TRAPEZOIDAL
DITCH LINER
NTS
TRAPEZOIDAL DITCH
LINER
SCALE 1:10
50 450
300
30
0
Discipline
Engineer:
CIVIL
Drawing title
Client
Client:
Signed by
RevisionSize
Checked
Drawn
Issued For:
Date Designed
Scale
Dwg No:
Project
KATLEHONG
FIRE STATION
A1 00
PMNov 2016
TENDER
Consultant
Tel: +27(0) 861 276 266
www.csmeng.co.za
16-0373107C/T/07
ROAD & STORM WATER
DETAILS
Stage
LW
MV
Tender
As Shown
M. Voster
Reg. no:20130657
C
L
I
E
N
T
P
A
R
K
I
N
G
STAFF
PARKING
ERF BOUNDARY
E
R
F
B
O
U
N
D
A
R
Y
E
R
F
B
O
U
N
D
A
R
Y
E
R
F
B
O
U
N
D
A
R
Y
ER
F B
OU
ND
AR
Y
A
B
C
D
E
F
G
H
P
L
A
N
E
E
T
R
O
A
D
PORTION OF ERF 161
BUILDING LINE
BU
IL
DIN
G L
IN
E
B
U
I
L
D
I
N
G
L
I
N
E
B
U
I
L
D
I
N
G
L
I
N
E
B
U
I
L
D
I
N
G
L
I
N
E
B
U
I
L
D
I
N
G
L
I
N
E
7
6
5
4
3
2
1
1
2
3
4
5
6
7
8
9
10
19
18
17
16
15
14
13
12
11
UP
1817161514131211
10 9 8 7 6 5 4 3 2 1
Hose and Foam Room
Equipment Store
Laundry Room
Medical Store
Ge
ne
ra
to
r R
oo
m
BA
C
om
pre
sso
r R
oo
m
OC
R
oo
m
Engine Bay
Stair
Watch Room
Office 01 Office 02 Office 03 Office04
Muster Area General Office
Store
IT Room
Baordroom
Gymnasium
Multi-purpose and
Dining Area
Meeting Room
Managers Office
Ladies
Mens
Office 05Office 06Office 07
Para WC
Female Ablutions Male Ablutions
Laundry Room
Staff Room
Mens WC
Ladies WC
Plant RoomYard 01 Yard 02
Passage 03
Reception
Passage 02
Main Entrance
Braai Area
Passage 04
Passage 05
Pa
ssa
ge
0
1
staff
en
tra
nce
Gaurd House
Passage 06
GH WC
Passage 07
Wa
sh
in
g T
oo
ls a
nd
Eq
uip
me
nt
Me
dica
l W
aste
Concrete Apron
Concrete Apron
Con
crete
A
pron
Con
crete
A
pron
23
0m
m B
rick W
all. H
eig
ht @
10
20
mm
sink
Wash Bay
TOC 1702850
TOC 1702765
Service Shaft
bra
ai
TOC 1702875
TOC 1702765
TOC 1702765
TO
C 170
28
50
TOC 1702850
TOC 1702850
TOC 1702850
TOC 1702850 TOC 1702765
Pavers
TOF 1702765
FH
R
Concrete Apron
Concrete Apron
Concrete Apron
Concrete Apron
Concrete Apron
Co
ncre
te
A
pro
n
Concrete Apron
Concrete Apron
Co
ncre
te
A
pro
n
Concrete Apron
Con
crete
A
pro
n
Co
ncre
te
A
pro
n
Concrete Apron
Concrete Apron
Waste
TOC 1702850
CUT
SYMBOLS DESCRIPTION
FILL
LEGEND
Discipline
Engineer:
CIVIL
Drawing title
Client
Client:
Signed by
RevisionSize
Checked
Drawn
Issued For:
Date Designed
Scale
Dwg No:
Project
ELANDSFONTEIN
FIRE STATION
A1 00
PMNov 2016
TENDER
Consultant
Tel: +27(0) 861 276 266
www.csmeng.co.za
16-0372607C/T/08
BULK EARTHWORKS
M. Voster
Stage
LW
MV
Tender
1:250
Reg. no:20130657
