PURPOSES ONLYFOR TENDER - · PDF fileR5-4 50kl Gravity Main E2 225mmØ HDPE Rising Main...
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Transcript of PURPOSES ONLYFOR TENDER - · PDF fileR5-4 50kl Gravity Main E2 225mmØ HDPE Rising Main...
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New ReservoirR5-450kl
Gravity Main E2225mmØ HDPE
Rising Main F250mmØ Steel
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New Pump StationPS5-2
New Reservoir R5-3250kl
Rising Main F1225mmØ HDPE
New concreteaccess road forReservoir R5-4
New gravelaccess road forReservoir R5-4
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New ReservoirR5-550kl
Rising Main F1225mmØ HDPE
Rising Main F4225mmØ HDPE
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New gravelaccess road forReservoir R5-5
New concreteaccess road forReservoir R5-5
Rising Main F3225mmØ HDPE
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New ReservoirR5-6200kl
Future PumpStation PS5-3
Rising Main G225mmØ HDPE
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Rising Main F3225mmØ HDPE
New gravelaccess road forReservoir R5-6
ACCESS ROADS SITELAYOUT PLAN (2)
Approved by Consultant:
Name:
Signature: Date:
Drawing description:
Project:
Drawn: Date:
Scale/s: AS SHOWN
Drawing Number:
Name:
Signature: Date:
NKANDLA VUTSHINI -SUB SUPPLY AREA 5
PHASE 2
Nov 2017
010-011 / 03 / 10 / 02
Project Implementing Agent:
Project Funder:
mig
Municipal Infrastructure Grant
Designation:
ECSA Registration no.:
AMENDMENTS
Revision Date Description
Rev.:
Approved by Client:
J. W. Janse van Rensburg
Pr Tech Eng.
201070143
00
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Company Registration No: 2004 / 019299 / 07
P O Box 2083Vryheid, 3100
161 High Street
Tel 034 983 2825Fax 034 983 2945
ECA CONSULTING
Civil and Structural Engineers
KINGCETSHWAYODISTRICTMUNICIPALITY
R. Joubert
RESERVOIR R5-4ACCESS ROAD LAYOUT PLAN
Scale 1 : 1500
RESERVOIR R5-5ACCESS ROAD LAYOUT PLAN
Scale 1 : 1500
RESERVOIR R5-6ACCESS ROAD LAYOUT PLAN
Scale 1 : 1500
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New ReservoirR5-2250kl
Rising Main A225mmØ HDPE Gravity Main E1
225mmØ HDPE
New concreteaccess road forReservoir R5-2
New concreteaccess road forReservoir R5-2
New gravelaccess road forReservoir R5-2
New gravelaccess road forReservoir R5-2
Gravity Main E1225mmØ HDPE
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Existing ReservoirR-A
Gravity Main E380mmØ Steel
New gravelaccess road forReservoir R-A
New concreteaccess road forReservoir R-A
Gravity Main E1225mmØ HDPE
ACCESS ROADS SITELAYOUT PLAN (1)
Approved by Consultant:
Name:
Signature: Date:
Drawing description:
Project:
Drawn: Date:
Scale/s: AS SHOWN
Drawing Number:
Name:
Signature: Date:
NKANDLA VUTSHINI -SUB SUPPLY AREA 5
PHASE 2
Nov 2017
010-011 / 03 / 10 / 01
Project Implementing Agent:
Project Funder:
mig
Municipal Infrastructure Grant
Designation:
ECSA Registration no.:
AMENDMENTS
Revision Date Description
Rev.:
Approved by Client:
J. W. Janse van Rensburg
Pr Tech Eng.
201070143
00
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Company Registration No: 2004 / 019299 / 07
P O Box 2083Vryheid, 3100
161 High Street
Tel 034 983 2825Fax 034 983 2945
ECA CONSULTING
Civil and Structural Engineers
KINGCETSHWAYODISTRICTMUNICIPALITY
R. Joubert RESERVOIR R5-2ACCESS ROAD LAYOUT PLAN
Scale 1 : 1500
RESERVOIR R-AACCESS ROAD LAYOUT PLAN
Scale 1 : 1500
750 950 750
2 450
10
0
Surface to be lightly broomed
in transverse direction to
travel - 1 to 2 hrs after placing
100mm Thick 25Mpa
concrete strip in panels not
exceeding 4 meters in length.
100mm Thick natural gravel
(G5/G6) compacted to 93%
Mod AASTHO.
Y12 Reinforcing
150mm Thick Bracing
strip spaced at 8m c/c
Slight slope towards
natural ground level
25
25
Fill topsoil material from
excavation to slope away
from center
NGL
4 000
Surface to be lightly broomed
in transverse direction to
travel - 1 to 2 hrs after placing
Y12 Reinforcing
2 000 2 000
500
150
100
100mm Thick natural gravel
(G5/G6) compacted to 93%
Mod AASTHO.
100mm Thick 25Mpa
concrete strip in panels not
exceeding 4 meters in length.
100mm Thick Bracing
strip spaced at 8m c/c
Construction joint350
150
300
c
L
1 500 1 500 500
500
150
1 500 1 500
3 000
Embankment
2.0% (40mm : 2m) 2.0% (40mm : 2m)
NGL
Meadow
drain
1v
1h
150mm Gravel Base Course
150mm Gravel Sub Base Course
1.5h
1.5h
1v
0.5v
500
'Reno Mattress'
20MPa Conc.
Concrete
S-Water Pipe
Embankment
Headwall of
Brickwork
New Road
Concrete
S-Water Pipe
Catchpit of
Brickwork
Concrete pit slab
Embankment
15
0
1 435
1 400
1 054
'Reno Mattress' -
erosion protection
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1 635
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15
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2 030
1 730
2 030
1 730
230230 Check on site 470
Check on
site
Min. 470
Min
. 5
10
Brick on Edge 'Rolla'
Course
20MPa Base slab with mesh ref. 245
Fill embankment
against headwall
Well compacted
material under slab.
Natu
ral ground le
vel
S
lope benchin
g to fall (1:10)
Concrete plaster bricks with
polished joints on 85mm
gauge.
Road Marker
15
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Va
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s to
p
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(1 055mm for 600mm pipe)
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20MPa Base slab with mesh ref. 245
'Reno Mattress' - erosion protection
Fill embankment
against headwall
150
35
0
1 250
350
Va
rie
s to
p
ip
e d
ia
.
(1 055mm for 600mm pipe)
1 400
Well compacted
material under slab.
Natu
ral ground le
vel
Concrete plaster bricks with
polished joints on 85mm
gauge.
15
0
Deflector stubs - Concrete bricks cast
onto slab.
500
2 450
500
25
100
25
N
G
L
Provide a cross fall with a
max height difference of
100mm between strips
Embankment
shaped at 1:1
4 000 4 000 4 000
8 000
750
750
500 500
Area to be shaped with
topsoil to allow water runoff
Construction joint
Bracing panel at 8m c/c
Direction of slope
Direction of slope
75mm High and 150mm wide
concrete storm water diversion
berm on both strips at 15m c/c
6
0
°
Area to be shaped with
topsoil to allow water runoff
Area to be shaped with
topsoil to allow water runoff
Saw cut joints in
center of panels
CONSTRUCTION NOTES
Concrete strips -
· Only the areas for the concrete strips
needs to be cleared and excavated, the
surrounding plant ground cover needs to
remain as stable as possible.
· The area between the two strips needs
to be shaped with the excavated topsoil
from the strips to allow easy drainage in
both directions.
· The concrete strip sections of road will
be confirmed by the Engineer on site
TYPICAL CONCRETE STRIP
CROSS SECTION
Scale 1:20
TYPICAL LONGITUDINAL SECTION THROUGH
CONCRETE STRIP
Scale 1:20
GRAVEL ACCESS ROAD
TYPICAL SECTION
Scale 1:50
ROAD DRAINAGE SECTIONAL VIEW
Scale 1:50
ROAD CULVERT PLAN
Scale 1:20
ROAD CULVERT SECTION
Scale 1:20
TYPICAL CONCRETE STRIP CROSS SECTION
ON INCLINED SURFACE
Scale 1:20
CONCRETE STRIP PLAN
Scale 1:20
Approved by Consultant:
Name:
Signature: Date:
Drawing description:
Project:
Drawn: Date:R. Joubert
Scale/s: AS SHOWN
Drawing Number:
Name:
Signature: Date:
Nov 2017
010-011 / 03 / 10 / 03
Project Implementing Agent:
Project Funder:
mig
Municipal
Infrastructure
Grant
Designation:
ECSA Registration no.:
AMENDMENTS
Revision Date
Description
Rev.:
Approved by Client:
J. W. Janse van Rensburg
Pr Tech Eng.
201070143
RESERVOIR ACCESS ROADS:
CONCRETE & GRAVEL
ACCESS ROAD DETAILS
NKANDLA VUTSHINI -
SUB SUPPLY AREA 5
PHASE 2
P O Box 2083
Vryheid, 3100
161 High Street
Tel 034 983 2825
Fax 034 983 2945
Reg No 2004 / 019299 / 07
ECA CONSULTING
Civil and Structural Engineers
KING
CETSHWAYO
DISTRICT
MUNICIPALITY
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