Original source · versioned page text
Revised 8256 Eumundi Noosa Road TENDER ISSUE electronically signed 2024-04-11
170-174 EUMUNDI-NOOSA ROAD
REDEVELOPMENT
for
BDH GROUP INVESTMENTS
N
SCHEDULE OF PROJECT DRAWINGS
LE
8256-001 COVER SHEET, LOCALITY PLAN AND DRAWING SCHEDULE
VIL
B
8256-002 CONSTRUCTION SPECIFICATION
SA
OO
8256-003 EXISTING FEATURES PLAN
N
8256-004 PROPOSED LOT LAYOUT B
TO
8256-005 EARTHWORKS LAYOUT
8256-006 EARTHWORKS SECTIONS
B
8256-007 RETAINING WALL ELEVATION
8256-008 RETAINING WALL SECTIONS
8256-009 FENCING LAYOUT
8256-010 SITEWORKS & DRAINAGE LAYOUT
8256-011 RETAINING WALL DETAILS - SHEET 1 OF 2
8256-012 RETAINING WALL DETAILS - SHEET 2 OF 2
8256-013 BASIS OF DESIGN B
8256-014 SAFETY IN DESIGN
REDEVELOPMENT SITE IPWEA STANDARD DRAWINGS
DS-050 DRAINAGE PITS - FIELD INLET - TYPE 1 AND TYPE 2
AD
GS-041 FENCING - CHAIN WIRE SECURITY FENCE
RO
EUMUNDI - NOOSA GS-044 FENCING TUBULAR STEEL FENCE WITH & WITHOUT CHAIN WIRE
DI
RS-081 KERB AND CHANNEL - RESIDENTIAL DRAINAGE CONNECTIONS
UN
EUM
TO
SURVEY DETAILS
SURVEYED NOOSA COOLOOLA LAND SURVEYS PTY LTD
SURVEYOR FILE: 21394Det-Rev3
LEVEL DATUM PSM52588 RL14.539 AHD DERIVED
ORIGIN OF COORDINATES NOT SUPPLIED BY SURVEYOR
MERIDIAN NOT SUPPLIED BY SURVEYOR
LOCALITY PLAN
NOT TO SCALE
TENDER ISSUE
© Black & More Client Drawing Title
This document is and shall remain
Black & More
ABN 19 609 960 232
BDH GROUP INVESTMENTS
the property of Black & More. Project
170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT COVER SHEET, LOCALITY PLAN &
Revisions
This document may only be used ATHERTON | CAIRNS | NOOSA |
for the purposes for which it was
commissioned and in accordance
NORTH LAKES | TOOWOOMBA
Drawn Drawing Approved Date 11/04/2024
DRAWING SCHEDULE
B REVISED DRAWINGS REVCLOUDED IN DRAWING SCHEDULE PM PM 11/04/24 with the Terms of Engagement for Telephone (07) 4031 9944 WM Check KMK Original signed by
Telephone (07) 5447 4444
A ISSUED FOR TENDER PM PM 10/04/24
the commission. Unauthorised use
P. Mathers RPEQ 6954 Drawing Size Scale (A1 size) Drg No Revision
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
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Designed
KMK
Design
Check PM Drawing is not to be used for construction unless approved A1 NOT TO SCALE 8256-001 B
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Page 2
B
TENDER ISSUE
© Black & More Client Drawing Title
This document is and shall remain
Black & More
ABN 19 609 960 232
BDH GROUP INVESTMENTS
the property of Black & More. Project
170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT
Revisions
This document may only be used
for the purposes for which it was
ATHERTON | CAIRNS | NOOSA |
NORTH LAKES | TOOWOOMBA
CONSTRUCTION SPECIFICATION
commissioned and in accordance Drawn Drawing Approved Date 11/04/2024
B MINOR AMENDMENT MADE TO GENERAL NOTE 4 PM PM 11/04/24 with the Terms of Engagement for Telephone (07) 4031 9944 WM Check KMK Original signed by
Telephone (07) 5447 4444
A ISSUED FOR TENDER PM PM 10/04/24
the commission. Unauthorised use
P. Mathers RPEQ 6954 Drawing Size Scale (A1 size) Drg No Revision
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
KMK
Design
Check PM Drawing is not to be used for construction unless approved A1 NOT TO SCALE 8256-002 B
Page 3
LEGEND
N EXISTING RP BOUNDARY
EXISTING EASEMENT BOUNDARY
EXISTING FENCE
EXISTING ELECTRICAL SERVICE
EXISTING STORMWATER LINE
EXISTING SEWER LINE
EXISTING UNDERGROUND COMMUNICATIONS LINE
EXISTING CONCRETE
EXISTING SEWER EASEMENT EXTENTS
EXISTING SURFACE CONTOUR
EXISTING SEWER EASEMENT
NOTES
1. REFER CONSTRUCTION SPECIFICATION DRG 8256-002.
Sewer Line Plotted from Unity Water Records Irrigation Control Valve
Water
Not by Field Survey
Sewer Manhole
18.52
EXISTING Ø150 SEWER
PROPERTY CONNECTION
Sewer Standpipe EXISTING SEWER
PROPERTY CONNECTION
EXISTING BLOCKWORK INSPECTION TEE
EXISTING SEWER RETAINING WALL
PROPERTY CONNECTION
Sewer Standpipe
2 l
ntro
DP327773 Co
flow
B ack
Power Pole
EXISTING Ø225 uPVC
r DRAINAGE PIPE
illa
cP
Ele Valve
Pit
tra
lve Tels
Va
rol
ont
nC
Tap igatio ter
I rr M e
1 ter
Wa
DP327773
Pit
tra
Tels
EXISTING BLOCKWORK ole
rP
RETAINING WALL we
Po
Bus Stop
ant
ydr
eH
Fir
o le
rP
we
Po
it
tr aP
els
T
O AD
AR
O OS
Tap ete
r IN
Wa
ter
M
U ND
we
rPo
le
E UM
Po ter
r Me ra Pit
ate lst
W Te
Power Pole
0 3 6 9 12 15m
SCALE 1:300 ( A1 SIZE)
TENDER ISSUE
© Black & More Client Drawing Title
This document is and shall remain
Black & More
ABN 19 609 960 232
BDH GROUP INVESTMENTS
the property of Black & More. Project
170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT
Revisions
This document may only be used
for the purposes for which it was
ATHERTON | CAIRNS | NOOSA |
NORTH LAKES | TOOWOOMBA
EXISTING FEATURES PLAN
commissioned and in accordance Drawn Drawing Approved Date 10/04/2024
with the Terms of Engagement for Telephone (07) 4031 9944 WM Check KMK Original signed by
Telephone (07) 5447 4444
A ISSUED FOR TENDER PM PM 10/04/24
the commission. Unauthorised use
P. Mathers RPEQ 6954 Drawing Size Scale (A1 size) Drg No Revision
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
KMK
Design
Check PM Drawing is not to be used for construction unless approved A1 1:300 8256-003 A
Page 4
N LEGEND
EXISTING RP BOUNDARY
EXISTING EASEMENT BOUNDARY
PROPOSED RP BOUNDARIES
EXISTING FENCE
EXISTING ELECTRICAL SERVICE
NEW STORMWATER
EMT A SP185853
DRAINAGE EASEMENT IN EXISTING STORMWATER LINE
LOT 2 FAVOUR OF LOT 1
EXISTING
EXISTING SEWER LINE
UNDERGROUND COMMUNICATIONS LINE
EXISTING
EXISTING UNDERGROUND
CONCRETE COMMUNICATIONS LINE
EXISTING SEWER EASEMENT EXTENTS
PROPOSED DESIGN CONTOUR
2 PROPOSED BLOCKWORK RETAINING WALL
26
SP151406 RP222164 PROPOSED ROOF WATER DRAINAGE
PROPOSED STORMWATER DRAINAGE PIPE
PROPOSED STORMWATER OPEN DRAIN
PROPOSED FIELD INLET PIT
PROPOSED NEW EASEMENT BOUNDARY
PROPOSED STORMWATER EASEMENT EXTENTS
84
25
70
80
60
.7
50
.
40
30
24
81
4
20 NEW ACCESS, SERVICES &
2 STORMWATER DRAINAGE
DP327773 EASEMENT IN FAVOUR OF LOT 1
90.000
DP327773
EMT B
1
10 LOT 1
DP327773
0.000
O AD
AR
OOS
IN
U ND
E UM
0 2 4 6 8 10m
SCALE 1:200 ( A1 SIZE)
TENDER ISSUE
© Black & More Client Drawing Title
This document is and shall remain
Black & More
ABN 19 609 960 232
BDH GROUP INVESTMENTS
the property of Black & More. Project
170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT
Revisions
This document may only be used
for the purposes for which it was
ATHERTON | CAIRNS | NOOSA |
NORTH LAKES | TOOWOOMBA
PROPOSED LOT LAYOUT
commissioned and in accordance Drawn Drawing Approved Date 10/04/2024
with the Terms of Engagement for Telephone (07) 4031 9944 WM Check KMK Original signed by
Telephone (07) 5447 4444
A ISSUED FOR TENDER PM PM 10/04/24
the commission. Unauthorised use
P. Mathers RPEQ 6954 Drawing Size Scale (A1 size) Drg No Revision
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
KMK
Design
Check PM Drawing is not to be used for construction unless approved A1 1:200 8256-004 A
Page 5
N LEGEND
EXISTING RP BOUNDARY
EXISTING EASEMENT BOUNDARY
EXISTING FENCE
EXISTING ELECTRICAL SERVICE
EMT A SP185853
EXISTING STORMWATER LINE
EXISTING SEWER LINE
EXISTING UNDERGROUND COMMUNICATIONS LINE
EXISTING CONCRETE
EXISTING SURFACE CONTOUR
26 2
B RP222164
SP151406 REMOVE EXISTING PROPOSED DESIGN CONTOUR
GARDEN BED BETWEEN EXISTING BLOCKWORK WALL B PROPOSED BLOCKWORK RETAINING WALL
KERB AND RETAINING WALL TO
BE COVERED WITH 150-200mm OF 1 IN 10 BATTER FROM BACK
006
PROPOSED ROOF WATER DRAINAGE
D
TOPSOIL AND 100mm OF MULCH OF KERB TO FACE OF LOCALLY BATTER 1 IN 5 FROM BACK
NEW RETAINING WALL OF EXISTING RETAINING WALL TO PROPOSED STORMWATER DRAINAGE PIPE
FACE OF NEW WALL, TO PROVIDE
006
TO PROPOSED STORMWATER OPEN DRAIN
C
T MIN. 600mm COVER TO EXISTING
P
T OP PROPOSED FIELD INLET PIT
TO OE
19 SEWER PROPERTY CONNECTION.
TO OE 19
T
.9
E 21
60 E 1 1 .86 5.0m
1 8
PROPOSED NEW EASEMENT BOUNDARY
80
84
19 .3
25 P 2 18.9
2 8 0
TO OE
.8
18 .3
.1 60
70
80
60
.7
19
50
.2 0.0 60
40
T
30
.7 60
60
T
81
FSL 19.600 FINISHED SURFACE LEVELS
44 60
L 60 TO OP
FS
P 11 TOP 19.600
TO
2 9 RETAINING WALL LEVELS
00
19 .7 TOE 19.160 PROPOSED AREA OF CUT
E
.6
.6 60
18
19
60
.9
L
PROPOSED AREA OF FILL
60
FS
31
B NOTE: EXTRA CARE TO BE TAKEN DURING B
.6
20
19
006 EARTHWORKS COMPACTION ACTIVITIES IN 006
L
FS
VICINITY OF EXISTING RETAINING WALLS 2
DP327773
90.000
GENERAL NOTES
DP327773
43
TO OE
00
EMT B
.6
T
.3
P 19
19
19
19 .1
L
1. FINISHED SURFACE CONTOURS AND LEVELS ARE SHOWN TO
.6 60
L
FS
FS
60
TOP OF TOPSOIL.
SITE TO BE COVERED WITH 2. DETAILED SITE SURVEY AND CONTOURS ARE SHOWN PER SITE
100-150mm OF TOPSOIL AND SURVEY (NOOSA COOLOOLA LAND SURVEY PTY LTD, MARCH
A 1 HYDROMULCH (EXCEPT SWALE A 2024).
006 10 WHICH SHALL BE TURF-LINED) 006
DP327773
3. EXPECTED EARTHWORKS VOLUMES:
03
- EXCAVATE AND RECOMPACT EXISTING UNCONTROLLED FILL
.7
19
(PROVISIONAL QUANTITY) 1000m³
92
L
.5
- CUT TO FILL: 70m³
FS
19
POSSIBLE EXISTING UNDERGROUND - IMPORTED FILL: 325m³
L
FS
COMMS/NBN SERVICE CONNECTIONS - VOLUMES ASSUME 150mm STRIPPING EXISTING TOPSOIL
TO TO BE RELOCATED AND 150mm RESPREAD TOPSOIL
P
TO
20
.1
E
4. REFER ALSO GENERAL PROJECT NOTES DRG 7256-004.
08
6
19
0
.0
. 76
20
0
L
0.000
FS
006
D
89
.0
20
17
.1
L
FS
20
L
FS
O AD
26
AR
.3
006
20
OS
C
L
FS
O
IN
U ND
E UM
0 2 4 6 8 10m
SCALE 1:200 ( A1 SIZE)
TENDER ISSUE
© Black & More Client Drawing Title
This document is and shall remain
Black & More
ABN 19 609 960 232
BDH GROUP INVESTMENTS
the property of Black & More. Project
170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT
Revisions
This document may only be used
for the purposes for which it was
ATHERTON | CAIRNS | NOOSA |
NORTH LAKES | TOOWOOMBA
EARTHWORKS LAYOUT
commissioned and in accordance Drawn Drawing Approved Date 11/04/2024
B REVISED TENDER ISSUE PM PM 11/04/24 with the Terms of Engagement for Telephone (07) 4031 9944 WM Check KMK Original signed by
Telephone (07) 5447 4444
A ISSUED FOR TENDER PM PM 10/04/24
the commission. Unauthorised use
P. Mathers RPEQ 6954 Drawing Size Scale (A1 size) Drg No Revision
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
KMK
Design
Check PM Drawing is not to be used for construction unless approved A1 1:200 8256-005 B
Page 6
RP BOUNDARY
BOUNDARY
TYPE B (1800mm) FENCING - TYPE 2
AS PER IPWEA GS-041. REFER DESIGN SURFACE TYPE C FENCING. REFER FURTHER
FURTHER DETAILS ON DRG. 8256-009 DETAILS ON DRG. 8256-009
EXISTING SURVEY EASEMENT
BLOCKWORK RETAINING WALL - TYPE 2
EXISTING WALL
(TO REMAIN)
SECTION A
SCALE 1:100 005
RP BOUNDARY
BOUNDARY
TYPE B (1800mm) FENCING - TYPE 2
AS PER IPWEA GS-041. REFER DESIGN SURFACE TYPE A (1100mm) FENCING. REFER
FURTHER DETAILS ON DRG. 8256-009 FURTHER DETAILS ON DRG. 8256-009
EXISTING SURVEY
EASEMENT
BLOCKWORK RETAINING WALL - TYPE 2 BLOCKWORK RETAINING WALL - TYPE 2
EXISTING WALL SECTION B
(TO REMAIN) SCALE 1:100 005
RP BOUNDARY
RP BOUNDARY
TYPE B (1800mm) FENCING - TYPE 2
AS PER IPWEA GS-041. REFER
FURTHER DETAILS ON DRG. 8256-009 TYPE C FENCING. REFER FURTHER
DETAILS ON DRG. 8256-009
DESIGN SURFACE EUMUNDI NOOSA ROAD
GRASSED SWALE EXISTING SURVEY
BLOCKWORK RETAINING WALL - TYPE 2
EXISTING WALL
(TO REMAIN)
SECTION C
SCALE 1:100 005 LEGEND
DESIGN SURFACE
EXISTING SURVEY
EASEMENT BOUNDARY
RP BOUNDARY
EASEMENT BOUNDARY
RP BOUNDARY
NOTES
TYPE A (1100mm) FENCING - TYPE 2
AS PER IPWEA GS-044. REFER 1. REFER TO DRG 8256-005 FOR RETAINING WALL LAYOUT
FURTHER DETAILS ON DRG. 8256-009 TYPE C FENCING. REFER FURTHER AND LOCATION.
DETAILS ON DRG. 8256-009 EUMUNDI NOOSA ROAD
2. REFER TO DRGS 8256-010 TO 012 FOR RETAINING WALL
GRASSED SWALE
STRUCTURAL DETAILS AND SPECIFICATION.
10%
EXISTING CARPARK
BLOCKWORK RETAINING WALL - TYPE 1
EXISTING TIMBER WALL
BEHIND CARPARK (TO REMAIN) SECTION D
SCALE 1:100 005
EXISTING BLOCKWALL
(TO BE TAKEN UP)
TENDER ISSUE
© Black & More Client Drawing Title
This document is and shall remain
Black & More
ABN 19 609 960 232
BDH GROUP INVESTMENTS
the property of Black & More. Project
170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT
Revisions
This document may only be used
for the purposes for which it was
ATHERTON | CAIRNS | NOOSA |
NORTH LAKES | TOOWOOMBA
EARTHWORKS SECTIONS
commissioned and in accordance Drawn Drawing Approved Date 10/04/2024
with the Terms of Engagement for Telephone (07) 4031 9944 WM Check KMK Original signed by
Telephone (07) 5447 4444
A ISSUED FOR TENDER PM PM 10/04/24
the commission. Unauthorised use
P. Mathers RPEQ 6954 Drawing Size Scale (A1 size) Drg No Revision
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
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Designed
KMK
Design
Check PM Drawing is not to be used for construction unless approved A1 1:100 8256-006 A
Page 7
CH 46.150
CH 75.040
CH 90.000
CH 0.000
TYPE 2 RETAINING WALL TYPE 1 RETAINING WALL TYPE 2 RETAINING WALL
END OF EXISTING
CARPARK WALL CH 46.875
100mm STEP IN TOP OF WALL
100mm STEP IN TOP OF WALL
100mm STEP IN TOP OF WALL
100mm STEP IN TOP OF WALL
WEST EXTENT OF WALL
100mm STEP IN TOP OF WALL
NORTH-WEST CORNER
EAST EXTENT OF WALL
NORTH-EAST CORNER
NEW CONCRETE BLOCK
RETAINING WALL
CH10
CH35
007
007
CH55
CH77
CH85
EARTHWORKS FINISHED
007
007
007
SURFACE BEHIND WALL
200mm STEP IN TOP OF FOOTING
200mm STEP IN TOP OF FOOTING
200mm STEP IN TOP OF FOOTING
200mm STEP IN TOP OF FOOTING
200mm STEP IN TOP OF FOOTING
200mm STEP IN TOP OF FOOTING
FOOTING
500mm STEP IN TOP OF
900mm STEP IN TOP OF FOOTING
FOOTING
200mm STEP IN TOP OF
EXISTING SEWER
EXISTING (SURVEY)
MIN. 600mm
COVER TO
SURFACE
EARTHWORKS IN FRONT OF WALL EARTHWORKS IN FRONT OF WALL
TOE OF EXISTING (NORTHERN FACE) TO BE (NORTHERN FACE) TO BE
RETAINING WALL BACKFILLED WHERE EXISTING BACKFILLED TO MATCH EXISTING
IN NEIGHBOURING WALL RETURN IS REMOVED. REFER SURFACE PROFILE BEHIND
PROPERTY EARTHWORKS PLAN FOR DETAILS. EXISTING TIMBER SLEEPER WALL.
EXISTING TIMBER B
SLEEPER WALL
ALONG EDGE OF
EXISTING RETAINING WALL (PARALLEL TO NEW WALL) TO BE RETAINED EXISTING RETAINING WALL TO BE TAKEN UP AND REPLACED WITH CARPARK TO
NEW WALL ON NEW ALIGNMENT BE RETAINED
DATUM RL 4.0
TOP OF WALL RL 20.160 RL 20.060 RL 19.960 RL 19.860 RL 19.760 RL 19.660
RL RL 19.560 RL 19.360 RL 19.160 RL 18.960 RL 19.160 RL 18.260 RL 18.760 RL 18.960 RL 19.160
TOP OF FOOTING 19.760
0.40m 0.60m 0.80m 1.00m 0.90m 1.10m 0.90m 0.80m 1.70m 1.60m 1.10m 0.90m 0.80m 0.70m 0.50m
WALL HEIGHT
TOE OF B
19.320
19.155
18.754
18.365
17.942
17.641
17.056
16.924
16.843
EXISTING WALL
EXISTING
19.844
19.760
19.556
19.360
19.236
19.072
19.096
19.039
19.243
19.469
19.393
19.471
19.388
19.156
19.003
19.002
18.960
19.296
SURFACE
14.500
20.000
23.500
25.244
31.500
40.000
46.150
60.000
75.038
77.400
80.000
81.784
81.984
86.600
90.000
CHAINAGE
0.000
2.500
8.500
RETAINING WALL ELEVATION
HORIZONTAL SCALE 1:200
NOTES
1. REFER TO DRG 8256-005 OR RETAINING WALL LAYOUT
AND LOCATION.
2. REFER TO DRGS 8256-010 TO 012 FOR RETAINING WALL
STRUCTURAL DETAILS AND SPECIFICATION.
0 2 4 6 8 10m
SCALE 1:200 ( A1 SIZE)
TENDER ISSUE
© Black & More Client Drawing Title
This document is and shall remain
Black & More
ABN 19 609 960 232
BDH GROUP INVESTMENTS
the property of Black & More. Project
170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT
Revisions
This document may only be used
for the purposes for which it was
ATHERTON | CAIRNS | NOOSA |
NORTH LAKES | TOOWOOMBA
RETAINING WALL ELEVATION
commissioned and in accordance Drawn Drawing Approved Date 11/04/2024
B UPDATED TENDER ISSUE PM PM 11/04/24 with the Terms of Engagement for Telephone (07) 4031 9944 WM Check PM/JB Original signed by
Telephone (07) 5447 4444
A ISSUED FOR TENDER PM PM 10/04/24
the commission. Unauthorised use
P. Mathers RPEQ
6954
Drawing Size Scale (A1 size) Drg No Revision
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
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Designed Design
KMK/JB Check PM/JB Drawing is not to be used for construction unless approved A1 1:200 8256-007 B
Page 8
LOT 2 LOT 1
RP BOUNDARY
RP BOUNDARY
EASEMENT BOUNDARY
TYPE A (1100mm) TUBULAR
STEEL FENCE ATTACHED
TO BLOCKWORK WALL 1.00m
WITH MASONRY ANCHORS GRASSED SWALE
LOT CROSSFALL
LOT 26 LOT 1 1 in 10 1 in 10
150mm TOPSOIL
TYPE B (1800mm) SECURITY FENCE
0.15m
MIN.
COMPACTED SELECT FILL
0.05m
MIN.
TO BE ATTACHED TO BLOCKWORK
WALL USING MASONRY ANCHORS
1.70m WALL HEIGHT
0.15m
MIN.
0.95m
NOM. CLEARANCE TO NOM. REINSTATED
EXISTING RETAINING WALL TO BE
MULCH AND TOPSOIL
BACK OF EXISTING WALL UNCONTROLLED
TAKEN UP, AND AREA BEHIND
ALLOW 0.25m FOR
WALL EXCAVATED TO NEW WALL FILL (IF ORDERED)
LOT CROSSFALL
LOCATION. REFER EARTHWORKS
PLAN FOR DETAILS.
WALL HEIGHT
150mm TOPSOIL
1 IN 10 BATTER FROM BACK
0.80m
OF EXISTING KERB, TO NEW
COMPACTED SELECT FILL RETAINING WALL.
1 in 10
NOM. REINSTATED
EXISTING RETAINING
UNCONTROLLED FILL EXISTING CARPARK AND
WALL (TO REMAIN)
(IF ORDERED) KERB (TO REMAIN)
CONCRETE BLOCK RETAINING WALL CONCRETE BLOCK RETAINING WALL
AND FOOTING, "TYPE 2". REFER AND FOOTING, "TYPE 1". REFER
DRGS 8256-009 TO 012 FOR DETAILS. DRGS 8256-009 TO 012 FOR DETAILS.
SECTION CH55
SECTION CH10 SCALE 1:20 006
SCALE 1:20 006
LOT 2 LOT 1
TYPE A (1100mm) TUBULAR
EASEMENT BOUNDARY
STEEL FENCE ATTACHED
RP BOUNDARY
RP BOUNDARY TO BLOCKWORK WALL
WITH MASONRY ANCHORS
1.00m
EXISTING RETAINING WALL TO BE GRASSED SWALE
TAKEN UP, AND AREA BEHIND
WALL EXCAVATED TO NEW WALL LOT CROSSFALL
LOCATION. REFER EARTHWORKS 1 in 10 1 in 10
150mm TOPSOIL
MULCH AND TOPSOIL
PLAN FOR DETAILS.
LOT 26 LOT 1
ALLOW 0.25m FOR
0.15m
WALL HEIGHT
MIN.
1.10m
COMPACTED SELECT FILL
TYPE B (1800mm) SECURITY FENCE
TO BE ATTACHED TO BLOCKWORK 1 IN 10 BATTER FROM BACK OF
B NOM. REINSTATED
WALL USING MASONRY ANCHORS EXISTING TIMBER RETAINING UNCONTROLLED FILL
1.00m WALL, TO NEW RETAINING WALL. (IF ORDERED)
2.35m NOM. CLEARANCE TO BACK OF EXISTING WALL GRASSED SWALE VARIES
81)*
(CH75 - CH
LOT CROSSFALL
1 in 10 1 in 10
150mm TOPSOIL
WALL HEIGHT
CONCRETE BLOCK RETAINING WALL
AND FOOTING, "TYPE 2". REFER
0.15m
MIN.
0.05m
0.90m
MIN.
COMPACTED DRGS 8256-009 TO 012 FOR DETAILS.
SELECT FILL
EXISTING CARPARK AND
* LOCALLY STEEPEN BATTER TO 1 IN 5 B
KERB (TO REMAIN)
ALONG BACK OF EXISTING TIMBER
RETAINING WALL, TO CH81, TO MAINTAIN
MINIMUM 600mm CLEARANCE OVER EXISTING
NOM. REINSTATED SEWERAGE PROPERTY CONNECTION PIPE.
UNCONTROLLED
CONCRETE BLOCK RETAINING WALL
AND FOOTING, "TYPE 2". REFER FILL (IF ORDERED) SECTION CH77
SCALE 1:20 006
DRGS 8256-009 TO 012 FOR DETAILS.
LOT 2 LOT 1
RP BOUNDARY
EXISTING RETAINING
WALL (TO REMAIN) TYPE A (1100mm) TUBULAR
STEEL FENCE ATTACHED
TO BLOCKWORK WALL
WITH MASONRY ANCHORS
150mm TOPSOIL
WALL HEIGHT
COMPACTED
0.70m
SELECT FILL
EXISTING DRIVEWAY
SECTION CH35 (TO REMAIN)
SCALE 1:20 006
NOM. REINSTATED
CONCRETE BLOCK RETAINING WALL UNCONTROLLED
AND FOOTING, "TYPE 2". REFER FILL (IF ORDERED)
DRGS 8256-009 TO 012 FOR DETAILS.
0 0.2 0.4 0.6 0.8 1.0m
SECTION CH85
SCALE 1:20
SCALE 1:20 ( A1 SIZE) 006
TENDER ISSUE
© Black & More Client Drawing Title
This document is and shall remain
Black & More
ABN 19 609 960 232
BDH GROUP INVESTMENTS
the property of Black & More. Project
170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT
Revisions
This document may only be used
for the purposes for which it was
ATHERTON | CAIRNS | NOOSA |
NORTH LAKES | TOOWOOMBA
RETAINING WALL SECTIONS
commissioned and in accordance Drawn Drawing Approved Date 11/04/2024
B UPDATED TENDER ISSUE PM PM 11/04/24 with the Terms of Engagement for Telephone (07) 4031 9944 KMK Check KMK Original signed by
Telephone (07) 5447 4444
A ISSUED FOR TENDER PM PM 10/04/24
the commission. Unauthorised use
P. Mathers RPEQ 6954 Drawing Size Scale (A1 size) Drg No Revision
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
KMK
Design
Check PM Drawing is not to be used for construction unless approved A1 1:20 8256-008 B
Page 9
N LEGEND
EXISTING RP BOUNDARY
EXISTING EASEMENT BOUNDARY
EXISTING FENCE
EXISTING ELECTRICAL SERVICE
EMT A SP185853
EXISTING STORMWATER LINE
EXISTING SEWER LINE
EXISTING UNDERGROUND COMMUNICATIONS LINE
EXISTING CONCRETE
EXISTING SURFACE CONTOUR
26 2 PROPOSED DESIGN CONTOUR
SP151406 RP222164 PROPOSED BLOCKWORK RETAINING WALL
PROPOSED ROOF WATER DRAINAGE
PROPOSED STORMWATER DRAINAGE PIPE
REMOVE EXISTING PROPOSED STORMWATER OPEN DRAIN
BLOCKWORK WALL
PROPOSED FIELD INLET PIT
PROPOSED NEW EASEMENT BOUNDARY
84
25
PROPOSED FENCING - TYPE A (REFER NOTES BELOW)
70
80
60
.7
50
.
40
30
24
81
4
PROPOSED FENCING - TYPE B (REFER NOTES BELOW)
PROPOSED FENCING - TYPE C - EXISTING
KOPPERS LOGS TO BE MAINTAINED
20
2
DP327773
90.000
FENCING NOTES
DP327773
EMT B
1. EXISTING FENCING TO BE TREATED AS FOLLOWS:
- TIMBER BOLLARD FENCING ALONG FRONT AND
WESTERN/EASTERN SIDES OF LOT TO BE RETAINED IF
POSSIBLE. TO BE REINSTATED WHERE IMPACTED BY
CONSTRUCTION.
- EXISTING TIMBER BOLLARD FENCING ALONG WESTERN SIDE
1
10 OF LOT TO BE TAKEN UP AND STORED ON SITE FOR REUSE
DP327773
AS DIRECTED BY THE SUPERINTENDENT.
- EXISTING CHAIN MESH FENCE ALONG PART OF WESTERN
AND PART OF NORTHERN BOUNDARIES TO BE TAKEN UP
AND REPLACED.
2. NEW FENCING TO BE AS FOLLOWS, AS SHOWN ON PLAN:
- FENCING TYPE A: 1100mm HIGH TUBULAR POST AND RAIL
FENCE, AS SHOWN AS TYPE 2 IN IPWEA STD DRG GS-044.
FENCE TO BE ATTACHED TO BLOCKWORK RETAINING WALL
USING MASONRY ANCHORS AT MAX SPACING OF 2400mm
CENTRES IN ACCORDANCE WITH DRG GS-044.
0.000 - FENCING TYPE B: CHAIN WIRE SECURITY FENCE AS SHOWN
AS TYPE 2 IN IPWEA STD DRG GS-041. FENCE TO BE 1800mm
HIGH WITH BARBED WIRE INSTALLED. FENCE TO BE
ATTACHED TO BLOCKWORK RETAINING WALL USING
MASONRY ANCHORS TO MANUFACTURER'S SPECIFICATIONS
OR CAST IN 650mm AT MAX SPACING OF 3000mm CENTRES IN
ACCORDANCE WITH DRG GS-041.
- FENCING TYPE C: EXISTING KOPPERS LOG BOLLARD
FENCING TO BE PRESERVED. REMOVE AND RE-INSTALL
EXISTING LOGS WHERE MAINTENANCE IS REQUIRED.
O AD
AR
REINSTATE EXISTING
OOS
CHAIN GATE ACROSS
IN
DRIVEWAY
U ND
E UM
0 2 4 6 8 10m
SCALE 1:200 ( A1 SIZE)
TENDER ISSUE
© Black & More Client Drawing Title
This document is and shall remain
Black & More
ABN 19 609 960 232
BDH GROUP INVESTMENTS
the property of Black & More. Project
170-174 EUMUNDI-NOOSA ROAD REDEVELOPMENT
Revisions
This document may only be used
for the purposes for which it was
ATHERTON | CAIRNS | NOOSA |
NORTH LAKES | TOOWOOMBA
FENCING LAYOUT
commissioned and in accordance Drawn Drawing Approved Date 10/04/2024
with the Terms of Engagement for Telephone (07) 4031 9944 WM Check KMK Original signed by
Telephone (07) 5447 4444
A ISSUED FOR TENDER PM PM 10/04/24
the commission. Unauthorised use
P. Mathers RPEQ 6954 Drawing Size Scale (A1 size) Drg No Revision
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
KMK
Design
Check PM Drawing is not to be used for construction unless approved A1 1:200 8256-009 A
The text continues on page 10.