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SUPERSEDED OPW16/0021 - Approved Plans
Plans and drawings: the text below has words only, no drawings.
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INSTALL URETEK GROUT ALONG THIS BOUNDARY TO A DEPTH OF 2.5m BELOW THE EXISTING SURFACE
290 BLOCKWORK RETAINING WALL ON
FOOTINGS SUPPORTED BY SCREW PILES
AS SHOWN. REFER DETAILS ON
STRUCTURAL DRAWING SET SHEET S21.
RV1 INSTALL CONCRETE PILES
PILING RIG TO RL 51.00
SITE TEMPORARY ACCESS :
A ESTABLISH SITE SURVEY MONITORING 290 BLOCKWORK RETAINING
- RV1
POINTS AND ISSUE SURVEY TO ENGINEER.
COMPLETE PRE CONSTRUCTION
WALL ON FOOTINGS
RV1 INSPECTIONS AND DILAPIDATION REPORTS SUPPORTED BY SCREW ROOF RL 52.55
FOR ADJACENT STRUCTURES, POOLS, PILES AS SHOWN.
RV1 RT FENCES AND PATHS.
FILL WORKING
RT PLATFORM TO RL 49.30 ROOF RL 52.55
RV1 STAGE 1 PROCEDURE :
2.5m MIN
URETEK
AFTER WALL
STRIP AND LEVEL AT SITE ENTRANCE TO
INSTALLATION FORM TEMPORARY TRACK LEVEL 2 RL 49.55
RV1 INSTALL BOTH VERTICAL AND RAKING
SCREW PILES FILL WORKING
INSTALL 290 BLOCK RETAINING WALL AND
LEVEL 2 RL 49.55 PLATFORM TO RL 49.30 WORKING PLATFORM STEEL
FILL TO FORM A WORKING PLATFORM.
LOCALLY STABILISE ADJACENT FOOTINGS AFTER WALL PLATES SUPPORTED ON
MAXIMUM 1:2 BATTER TO BLOCK WALLS AND FENCES. MONITOR INSTALLATION STEEL BEAMS AS REQUIRED,
SLOPE. ADJACENT STRUCTURES, WALLS AND
SPANNING BETWEEN
GROUND LEVELS.
SCREW PILES.
LEVEL 1 RL 45.00
MAXIMUM 1:2 BATTER RL VARIES. REFER PLAN
LEVEL 1 RL 45.00 SLOPE. INSTALL CONCRETE
PILES TO RL 49.10
EARTHWORKS - STAGE 1 SCREW PILES : BASEMENT RL 40.80
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1 RV1 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 8m DEEP 30T SWL. CONC. FILL (25 MPa)
RL 40.00
RV2 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 6m DEEP 60T SWL. CONC. FILL (25 MPA) SECTION A STAGE 1
WORKING PLATFORM STEEL
1:200 UNREDUCED AT A3
-
RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE 1:100 UNREDUCED AT A1
SECTION B STAGE 2
PLATES SUPPORTED ON MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL (25 MPA)
STEEL BEAMS AS REQUIRED,
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
-
SPANNING BETWEEN B
SCREW PILES. -
TOP CONCRETE PILES DIMINISHES TOP CONCRETE PILES DIMINISHES
TOP CONCRETE PILES RL 51.00 TOP CONCRETE PILES RL 51.00 TOP CONCRETE PILES RL 51.00 WITH NATURAL SURFACE WITH NATURAL SURFACE
TOE AT RL 45.00 TOE AT RL 44.00 TOE AT RL 42.00 TOE AT RL 41.00 TOE AT RL 42.00
3.0m
2.5m
2.5m
TOP CONCRETE TOP CONCRETE
PILES RL 49.10 PILES RL 49.10
TOP CONCRETE TOP CONCRETE
PILES RL 49.10 TOE AT RL 41.00 TOE AT RL 42.00 PILES RL 46.50
TOP CONCRETE PILES RL 49.10
10
9.
TOE AT RL 38.00 TOE AT RL 40.00 TOE AT RL 42.00
.00 L 4
R
RL LES
EARTHWORKS - STAGE 2
AT E PI
STAGE 2 PROCEDURE :
40
1:200 UNREDUCED AT A3
TO RET
1:100 UNREDUCED AT A1
- INSTALL URETEK GROUT ALONG TOP BOUNDARY TO A DEPTH OF 2.5m MIN
GRADUALLY INSTALL TEMPORARY SCREW PILES AND CONSTRUCTION PLATFORM OR A SUITABLE LEVELED PLATFORM FOR
NC
NOOSA COUNCIL CFA PILE RIG.
E
CO
LOCALLY STABILISE ADJACENT FOOTINGS TO BLOCK WALLS AND FENCES. MONITOR ADJACENT STRUCTURES, WALLS AND
APPROVED PLAN GROUND LEVELS.
P
INSTALL 450mm DIAMETER CONTIGUOUS CFA GROUT PILED WALLS AS INDICATED ON PLAN.
TO
FORM TABLE DRAIN ALONG WESTERN BOUNDARY TO COLLECT ANY CONCENTRATED STORMWATER FROM ABOVE AND
OPW16/0021 11 JUL 2016 ACROSS SITE, DISCHARGING TO APPROVED LOCATION AFTER INSTALLATION OF SEDIMENT / EROSION CONTROL ALL AS
DETAILED ON THE STORMWATER MANAGEMENT PLAN.
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed Verified
PROPOSED NEW RESIDENCE AT EARTHWORKS PLANS AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH STAGE 1 AND STAGE 2 Drawing Number
architects postal address
used for this specific project. planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP22
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
1 of 12 B
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Section 2
C
-
5
0
.2
.3
5
0
.3
49
RL 46.50
49
.4
49
CONSTRUCT AN EARTH RAMP
49
CONSTRUCT A 300 THICK DOWN BETWEEN PILE ROWS
PILE RESTRAINT SLAB
REFER BELOW FOR CONTINUATION
REFER STRUCTURAL DRAWING
SET FOR INFORMATION.
25
35
25
5
2
.4
.
.4
.4
49
49
49
49
25
.4
49
STAGE 3 PROCEDURE :
PROGRESSIVELY REMOVE TEMPORARY
CONSTRUCTION PLATFORM AND
CONSTRUCT REINFORCED CONCRETE WALL
RL 46.50
HEAD BEAM PILE CAP, ON DOWN HILL SIDE
OF ACCESS.
0
INSTALL NEW PILE RESTRAINT SLAB
.3
49
REINSTATE SURFACE PROTECTION AND
SURFACE DRAINAGE TO SOILS BETWEEN
BOUNDARY AND NEW WALL, TO AVOID
EROSION AND LOCAL SURFACE SAND SLIP.
35
.
MONITOR ADJACENT STRUCTURES, WALLS,
49
GROUND LEVELS AND SITE MONITORING
SURVEY POINTS.
EXCAVATE BEYOND THE PILE RESTRAINT
SLAB TO FORM THE RAMP DOWN TO THE
LOWER TURNAROUND PLATFORM.
CUT/FILL PLATFORM AREA AND USE
TEMPORARY SANDBAG RETAINING
STRUCTURES TO RETAIN FILL.
0
EARTHWORKS - STAGE 3
.5
49
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
DENOTES FINISHED CONCRETE SURFACE LEVEL.
CONSTRUCT A
300 THICK PILE
RESTRAINT SLAB
ROOF RL 52.55
CONSTRUCT AN EARTH RAMP
RL 46.50
LEVEL 2 RL 49.55
DOWN BETWEEN PILE ROWS
TURNAROUND PLATFORM
CUT
SCREW PILES FROM FILL
CONSTRUCTION
PLATFORM TO REMAIN.
REFER ABOVE FOR CONTINUATION
LEVEL 1 RL 45.00
RL VARIES. REFER PLAN
RL 46.50
TEMPORARY RETAINING
STRUCTURE. VARIES BETWEEN
1.0m AND 2.0m HIGH. REFER
DETAIL ON OP30.
BASEMENT RL 40.80
RL 38.00
POOL PLANT RL 37.25
-
NOOSA COUNCIL
SECTION C APPROVED PLAN
STAGE 3
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
- EARTHWORKS - STAGE 3 - CONTINUED OPW16/0021 11 JUL 2016
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed Verified
PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH STAGE 3 Drawing Number
architects postal address
used for this specific project.
C 4.5.16 AMENDED AS CLOUDED A.V.
planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP23
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
2 of 12 C
Section 3
DRIVEWAY RESTRAINING SLAB
CONSTRUCT AN EARTH RAMP
RL 46.50
DOWN BETWEEN WORKING
PLATFORMS
WORKING PLATFORM AT RL 44.50
RL 44.50
E
OP25
RL UR OW
.00 CE
E RA FO TE
WORKING PLATFORM AT RL 44.50
TO TU TO CRE
40 FA
AT L S LL
43.00
NA LES ON
PI P C
TOP CONCRE
TE PILES RL
TE PILES RL
44.40
TO
TOE AT RL 36
.50
.50
TOE AT RL 36
RL 4.3 E
AT L 4 RET
.40
.00
35 0
RL 44
R C
PILES
TO ES ON
E TE
TOP CONCRE
ONCR 36.50 ADDITIONAL STAND ALONE
TOP C T RL
PI P C
TOE A PILE TOP RL 44.40
TO
TOE AT RL 36.50
L
E
1:2 MAXIMUM BATTER
WORKING PLATFORM AT RL 44.50
STABILISE EMBANKMENT
EARTHWORKS - STAGE 4
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
STAGE 4 PROCEDURE :
EXCAVATE TO FORM THE RAMP DOWN TO
THE NEXT WORKING PLATFORM AT RL 44.50.
CUT FOR PLATFORM AREA ALONG
PREVIOUSLY INSTALLED PILED WALL.
INSTALL PROPOSED PILES AT THIS LEVEL
AS INDICATED ON THE PLAN
STABILISE CUT BANKS WITH URETEK OR
APPROVED SIMILAR.
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0021 11 JUL 2016
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed Verified
PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH STAGE 4 Drawing Number
architects postal address
used for this specific project. planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP24
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
3 of 12 B
Section 4
D
-
POUR 450 DEEP LEVEL 1
BEAM FOR PILE DRIVEWAY RESTRAINING SLAB
RESTRAINT AT RL 45.00
REFER STRUCTURAL DRAWING
SET FOR INFORMATION.
RV1 RV1
RV1
RV1
E RV1
-
RV1
RV1 RV1
RV1
RV1
RV1
WORKING PLATFORM AT RL 44.50
POUR LEVEL 1 SLAB FOR
PILE RESTRAINT AT RL 45.00
REFER STRUCTURAL DRAWING
SET FOR INFORMATION.
EARTHWORKS - STAGE 5
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
-
NOOSA COUNCIL
APPROVED PLAN STAGE 5 PROCEDURE :
INSTALL SCREW PILES AS SHOWN ON THE
OPW16/0021 11 JUL 2016 PLAN IN ACCORDANCE WITH THE
SPECIFICATION AND TO THE CONTRACTORS
DETAILS.
POUR BEAM AND LEVEL 1 SLAB AS SHOWN SCREW PILES :
ON THE PLAN, REFERRING TO THE
ROOF RL 52.55 STRUCTURAL DRAWINGS FOR THE ROOF RL 52.55
RV1 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
REQUIRED DETAILS. MINIMUM 8m DEEP 30T SWL. CONC. FILL (25 MPa)
RV2 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 6m DEEP 60T SWL. CONC. FILL (25 MPA)
RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
LEVEL 2 RL 49.55 LEVEL 2 RL 49.55
MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL (25 MPA)
EXISTING
SURFACE BACKFILL AS PER THE
ARCHITECT AND
LANDSCAPE
SCREW PILES FROM ARCHITECTS DRAWINGS
POUR BEAM FOR PILE CONSTRUCTION
LEVEL 1 RL 45.00
RESTRAINT PLATFORM TO REMAIN. LEVEL 1 RL 45.00
RL VARIES. REFER PLAN
ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
POUR SLAB (BEYOND) AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.
FOR PILE RESTRAINT
THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
AT RL 45.00 WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE
BASEMENT RL 40.80 BASEMENT RL 40.80 LAYERS.
RL 40.00 SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16
RL 38.00
POOL PLANT RL 37.25 POOL PLANT RL 37.25
RL 36.50
SECTION D STAGE 5 SECTION E
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
- 1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
-
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed Verified
PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH STAGE 5 Drawing Number
architects postal address
used for this specific project. planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP25
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
4 of 12 B
Section 5
STAGE 6 PROCEDURE :
EXCAVATE BEYOND THE LEVEL 1 WORKING
20mm PLATE WALINGS WITH 3 x 150 UB
PLATFORM TO FORM THE RAMP DOWN TO A STRONG BACKS WELDED TO PILES AS SHOWN.
LOWER TURNAROUND PLATFORM AT RL 41.00.
EXCAVATE TO FORM ANOTHER RAMP DOWN
TO THE POOL LEVEL WORKING PLATFORM
SCREW PILE
CUT/FILL PLATFORM AREA AND USE
TEMPORARY SANDBAG RETAINING
.
STRUCTURES TO RETAIN FILL. NG
STABILISE CUT BANKS WITH URETEK OR DRIVEWAY RESTRAINING SLAB m LO
APPROVED SIMILAR AS REQUIRED.
E 6.0
OB
E ST
PIL
S.
CR
SCREW PILE
LEVEL 1 BEAM AT RL 45.00
TEMPORARY RETAINING
STRUCTURE. VARIES BETWEEN CK
1.0m AND 2.0m HIGH. G BA
E
R ON
OP25 ST
UB
150
CK
LEVEL 1 SLAB AT RL 45.00 G BA
R ON
ST
UB AC
K
EARTHWORKS - STAGE 6 150 B
600
NG
T RO
1:200 UNREDUCED AT A3 S
1:100 UNREDUCED AT A1 UB G
150
RL 43.00
KIN
OR 37.00
RL 44.50
400
W
0
L
VE AT RL
RL 41.0
LE
OL ORM
200
P O F
AT
PL
LEVEL 1 WORKING
PLATFORM AT RL 44.50
00
41.
RL
.50
RL 44
4.00
RL 4 0
RL 43.0
0
TEMPORARY RETAINING
ESHAP
E RL 42.0
AND R STRUCTURE DETAIL
O S T A BILISE LA T F ORMS
ETE T KING P .0 0 1:50 UNREDUCED AT A3
HOTCR Y WOR RL 41 1:25 UNREDUCED AT A1
75mm S R TEMPORAR
F O
BANK
0.00
RL 4
PROVIDE 4 x RV2 SCREW PILES
UNDER RAINWATER TANK
G
AININ
Y RET HIGH.
ORAR
TEMP TURE. 2.0m
C
STRU
0
7.0
PROVIDE 4 x RV2 SCREW PILES
20mm PLATE WALINGS WITH 3 x 150 UB
3
UNDER STORMWATER TANK
RL
STRONG BACKS WELDED TO PILES AS
SHOWN ON THE ADJACENT DETAIL.
75mm SHOTCRETE TO STABILISE AND
RESHAPE BANK FOR TEMPORARY
WORKING PLATFORMS
CRS. PILES TO BE 6.0m LONG.
1
BOUNDARY
1
POOL LEVEL WORKING
PLATFORM AT RL 37.00
TEMPORARY RETAINING
STRUCTURE. VARIES BETWEEN E
FAC
1.0m AND 2.0m HIGH. SUR
RAL
2.0m MAX.
U
LIN
E NAT
T POOL LEVEL WORKING TEMPORARY RETAINING
CU
PLATFORM AT RL 37.00 STRUCTURE. VARIES
BETWEEN 1.0m AND
1 2.0m HIGH.
4.0m MIN.
10
F -
-
NOOSA COUNCIL
SECTION F APPROVED PLAN
TEMPORARY RETAINING
STRUCTURE. VARIES BETWEEN
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
- OPW16/0021 11 JUL 2016
1.0m AND 2.0m HIGH.
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed Verified
PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH STAGE 6 Drawing Number
architects postal address
used for this specific project.
C 4.5.16 AMENDED AS CLOUDED A.V.
planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP26
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
5 of 12 C
Section 6
G SMALL VEHICLE TURNAROUND AREA
-
PREVIOUS DRIVEWAY POUR
ROOF RL 52.55
PREVIOUS DRIVEWAY RESTRAINING SLAB POUR
PARTIAL LEVEL 2 POUR FOR WORKING
PLATFORM/TURN AROUND AREA LEVEL 2 RL 49.55
PREVIOUS LEVEL 1 POUR LEVEL 1 RL 45.00
E RL VARIES.
OP25
REFER PLAN
.55
SCREW PILES FROM
49
CONSTRUCTION
RL PLATFORM TO REMAIN.
AT
BASEMENT RL 40.80
AB
PARTIAL LEVEL 2 POUR FOR WORKING
SL
PLATFORM/TURN AROUND AREA
REFER STRUCTURAL DRAWING SET FOR INFORMATION.
POOL PLANT RL 37.25
RL 36.50
PREVIOUSLY CONSTRUCTED ISOLATED
PILE BELOW.
REFER STRUCTURAL DRAWING SET FOR INFORMATION.
SECTION G STAGE 7
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
-
EARTHWORKS - STAGE 7
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
STAGE 7 PROCEDURE :
POUR COLUMN AND PART LEVEL 2 SLAB AS
SHOWN ON THE PLAN, REFERRING TO THE
STRUCTURAL DRAWINGS FOR THE
REQUIRED DETAILS.
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0021 11 JUL 2016
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed Verified
PROPOSED NEW RESIDENCE AT EARTHWORKS PLAN AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH STAGE 7 Drawing Number
architects postal address
used for this specific project. planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP27
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
6 of 12 B
Section 7
SPREAD WATER FROM TABLE DRAIN AND OVERLAND FLOW OVER
TABLE DRAIN PLACED BEHIND PILING ARRANGEMENT TO COLLECT ADJACENT OVERLAND FLOW. DIRECT OUT PAST LINE OF PROPOSED SERVICE STRUCTURE. PILE CAP. CONSTRUCT PILE CAP AT NATURAL SURFACE LEVEL.
X Y 600 SQ x 500 DEEP SUMP PIPED TO OSD
OP29 OP29
TABLE DRAIN TABLE DRAIN TABLE DRAIN
OPEN DRAIN OPEN DRAIN OPEN DRAIN OPEN DRAIN SERVICE STRUCTURE.
N
TO O
5
40
RL 49.50
35
AI
.4
. SD
0
.
DR
49
49
49
.5
49
ED
49.
0
.3
25
AT
49
GR
5
25
SURFACE WATER
25
2 49.
SURFACE WATER .5
.5
525
.5
5
OVERLAND FLOW PATH 49
.4
49
49
OVERLAND FLOW PATH
49
5
RIP RAP ROCK PROTECTION. USE
52
.
49.
49
525 400-500mm GRANITE BOULDERS TO FORM
SPILLWAY ANTI-SCOUR PROTECTION.
OSD AND BIO-RETENTION.
REFER SHEETS OP31 AND OP32
GARAGE SURFACE WATER OVERLAND FLOW PATH
CARPARKING WORKSHOP
0
RL 49.55
.4
49
MAIN RESIDENCE ENTRY 49.
55
55
5
.5
RL 49.55
5
.
49.
49
.4
49
55
49
49.
55
DRIVEWAY PLAN
1:200 UNREDUCED AT A3
0
.5 1:100 UNREDUCED AT A1
49
DENOTES FINISHED CONCRETE SURFACE LEVEL.
WEBFORGE STEEL GRATING
OR APPROVED SIMILAR
R.L. AS SHOWN
PIPE SL82 MESH PLACED
CENTRALLY 225 LAPS
I.L.
150
150 600 x 600 150
Annotation by Council
Dimensions of Table Drain to be calculated in accordance with QDUM
TYPICAL GRATED PIT DETAIL
requirements and detailed by an RPEQ prior to the prestart meeting.
PROPRIETARY PRECAST PITS AND GRATES MAY BE USED IN PLACE OF
THOSE SHOWN, SO LONG AS THEY ARE APPROVED IN ADVANCE BY THE
ENGINEER ALL GRATES ARE TO BE OF CYCLE SAFE DESIGN, HEAVY DUTY
TYPE MANUFACTURED TO AS 3996 - LOAD CLASS C IF CONSTRUCTED OF
MILD STEEL, GRATES ARE TO BE HOT DIPPED GALVANISED AFTER
FABRICATION
-
NOOSA COUNCIL
APPROVED PLAN
OPW16/0021 11 JUL 2016
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed Verified
PROPOSED NEW RESIDENCE AT DRIVEWAY AND OVERLAND AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH FLOW PATH DETAILS Drawing Number
architects postal address
used for this specific project.
C 4.5.16 AMENDED AS CLOUDED A.V.
planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP28
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
7 of 12 C
Section 8
50 DIA. HOLE TO
PILE WITH 1000 LONG
N32 TIE BAR TO BEAM COG 200
50 DIA. HOLE TO
PILE WITH 800 LONG
0 N32 TIE BAR
200 T
2 No. N32 BARS PAIN ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
XY
10.0m LONG EPO
COG 600 INTO BEAM GROUND AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.
GROUND
BEAM
BEAM
THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE
EPOXY PAINT
2.0m LONG N32 BAR
COG 200 INTO BEAM LAYERS.
2000
2 COATS INTERGARD SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
278 HIGH BUILD EPOXY 2 COATS INTERGARD
1 278 HIGH BUILD EPOXY CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
2.75 PAINT TO PILE
PAINT TO PILE LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16
CONCRETE FILLED
GALVANISED STEEL TYPE VERTICAL
CHS SCREW PILE ( REFER SCREW PILE
TO PILING LEGEND CONCRETE FILLED
FOR SIZE, DEPTH AND GALVANISED STEEL
SAFE WORKING LOAD ) CHS SCREW PILE ( REFER
TO PILING LEGEND
FOR SIZE, DEPTH AND
SCREW PILES :
SAFE WORKING LOAD )
RV1 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 8m DEEP 30T SWL. CONC. FILL (25 MPa)
TYPE RAKING TENSION SCREW PILE (RT)
NOT TO SCALE
RV2 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 6m DEEP 60T SWL. CONC. FILL (25 MPA)
RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL (25 MPA)
NOTE :
WHERE POSSIBLE MAINTAIN
ALL EXISTING VEGETATION
EXISTING
TYPE VERTICAL SCREW PILE (RV1, RV2) CUT DOWN OF PILE TO
EXPOSE SOUND CONCRETE
NOT TO SCALE
GROUND SLOPE FOR FULL CROSS SECTION
4.0m MAX. EXTEND PILE REINFORCEMENT PILING CONSTRUCTION
PLATFORM
INTO BEAM
ACCESS TRACK
NOM. 200 TK.
CRUSHED ROCK
2
1
MAX.
SLOPE
TEMPORARY SANDBAG TOP OF PILE
900
RETAINING OR APPROVED
EQUIVALENT.
LOT 5 BACKFILL WITH
2 LAYERS A39 CONCRETE ( OBTAIN
BIDIM GEOFABRIC NOTE : GROUND BEAM / WALL
NEIGHBOUR'S
WHERE POSSIBLE MAINTAIN PERMISSION ) PILE CAP BEAM
BENCH FILL
ALL EXISTING VEGETATION
INTO SLOPE CONCRETE SCOUR
EXISTING
BLOCK WALL PROTECTION
EXISTING BASE OF SLOPE AT BEACH.
2 LAYERS A39 GROUND SLOPE CONTINUOUS 400 HIGH
BIDIM GEOFABRIC BLOCKWORK WALL TO
REFER SHEET OP22 AND OP24 FOR PILE DEPTHS
FORM OVERLAND FLOW
TABLE DRAIN WITH CONCRETE
40 MPa GROUT
SCOUR PROTECTION
ACCESS TRACK EXISTING SOIL
PROFILE CONTINUOUS
TYPE TEMPORARY CONSTRUCTION PILE CAP BEAM
NOT TO SCALE DECORATIVE ROCK FACE
PILE
PILE
CONTIGUOUS PILES. REFER IN GEOFABRIC SOCK VERTICAL DISCHARGE INTO GRATED DRAIN
PILING DRAWINGS SET FOR WALL DRAINAGE PLACED AT
75 MIN. SHOTCRETE
FURTHER DETAILS. 1500 CRS MAX. AND PINNED IN DRIVEWAY SLAB
PILE GAPS, DRAINING INTO URETEK GROUT
GRATED DRAIN. 2.5m DEEP MIN
450
-
NOOSA COUNCIL GROUT REPLACEMENT PILE
NOT TO SCALE
SL81 GALVANISED MESH WITH 50mm MIN. COVER.
FIX TO PILES WITH GALVANISED 10mm PINSAT 500
DECORATIVE ROCK FACE
APPROVED PLAN
CRS VERTICALLY ALONG EACH PILE.
OPW16/0021 11 JUL 2016
CFA PILE DRAINAGE DETAIL
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed Verified
PROPOSED NEW RESIDENCE AT CONSTRUCTION DETAILS AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH Drawing Number
architects postal address
used for this specific project. planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP30
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
9 of 12 B
Section 9
TABLE DRAIN PLACED BEHIND PILING ARRANGEMENT TO COLLECT ADJACENT SPREAD WATER FROM TABLE DRAIN AND OVERLAND FLOW OVER PILE CAP.
OVERLAND FLOW. DIRECT OUT PAST LINE OF PROPOSED SERVICE STRUCTURE. CONSTRUCT PILE CAP AT NATURAL SURFACE LEVEL. STORMWATER DRAINAGE
1. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE JOB
SPECIFICATION TO THE STANDARDS OF NOOSA COUNCIL, AND TO THE
SERVICE STRUCTURE. APPROVAL OF THE ENGINEER.
SURFACE WATER OVERLAND FLOW PATH 2. THE CONTRACTOR IS TO LOCATE AND LEVEL ANY EXISTING SERVICES
BEFORE COMMENCING WORK AND IS TO REPORT ANY DISCREPANCIES
TO THE ENGINEER BEFORE PROCEEDING.
SURFACE 3.STORMWATER PIPES ARE TO BE THE SIZE AND CLASS SHOWN ON THE
WATER PLAN AND UNLESS OTHERWISE SPECIFIED TO BE MIN. CLASS "2" PIPE IN
OVERLAND
GARAGE WORKSHOP A MIN. CLASS "B" BEDDING. ALL PIPES ARE TO BE RUBBER RING
CARPARKING FLOW PATH
MAIN RESIDENCE ENTRY JOINTED. THE TYPE OF PIPE PROPOSED TO BE USED SHALL BE
APPROVED IN ADVANCE BY THE ENGINEER.
RIP RAP ROCK PROTECTION. 4. UNLESS OTHERWISE DIRECTED BY THE ENGINEER, ALL STORMWATER
USE 400-500mm GRANITE DRAINAGE WORKS ARE TO BE IN ACCORDANCE WITH THE QUEENSLAND
BOULDERS TO FORM DEPARTMENT OF TRANSPORT SPECIFICATION MRS11.03 (DRAINAGE,
SPILLWAY ANTI-SCOUR RETAINING STRUCTURES AND PROTECTIVE TREATMENTS).
PROTECTION. 5. ALL STORMWATER PIPES ARE TO BE APPROVED BY THE ENGINEER
PRIOR TO CONSTRUCTION.
SURFACE
BASE OF STORMWATER TANK. BIORETENTION AND ON SITE
WATER
REFER TO FLOTH DRAWING SET
OVERLAND DETENTION BASIN. REFER
15252-H-02-002 TO 005 FOR FURTHER
FLOW PATH
INFORMATION. DETAIL ON SHEET OP32
RAINWATER DOWNPIPES TO DISCHARGE
OVER GROUND SIMILAR TO BIORETENTION NOTES:
ARRANGEMENT SHOWN IN THE DETAIL
BIORETENTION BASIN. REFER RAINWATER TANK. REFER TO DESIGN BELOW. MAKE THE SLOTTED DISCHARGE 1. BIORETENTION MEDIA SPECIFICATION SHALL BE IN ACCORDANCE WITH THE FACILITY
DETAILON SHEET OP32 PIPE 2.0m LONG. TYPICAL IN 4 PLACES AS FOR ADVANCING BIOFILTRATION FOR SOIL FILTER MEDIA IIN BIORETENTION
PREPARED BY FLOTH, DRAWING SET
15252-H-02-002 TO 005 FOR FURTHER SHOWN. REFER TO DESIGN PREPARED BIORETENTION HYDRAULIC CONDUCTIVITY SHALL BE IN ACCORANCE WITH
OUTDOOR BY FLOTH, DRAWING SET 15252-H-02-002 THE FACILITY FOR ADVANCING BIOFILTRATION NOTE 1: IN SITU
INFORMATION.
SHOWER TO 005 FOR FURTHER INFORMATION. MEASUREMENT OF HYDRAULIC THE NUMBER OF SAMPLES TO BE
AREA
TESTED SHALL BE IN ACCORDANCE WITH THE SENSITIVE URBAN DESIGN
STORMWATER TANK. REFER TO DESIGN
CONSTRUCTION AND ESTABLISHMENT GUIDELINES - SWALES, BIORETENTION SYSTEMS
PREPARED BY FLOTH, DRAWING SET
15252-H-02-002 TO 005 FOR FURTHER
POOL DECK INFORMATION.
2. UNDER-DRAIN: SLOTTED RIGID PIPE (uPVC OR SIMILAR TO AS 2439.1) OR APPROVED
EQUIVALENT, 0.5% MIN. GRADE. PIPE JOINS SHOULD BE GLUED USING PLUMBINIG
POOL CEMENT. PIPE SHOULD NOT BE INSTALLED WITH A FILTER SOCK SURROUNDING PIPE.
STORMWATER TANK AND
UNDER-DRAINAGE PIPES SHALL BE SEALED INTO PITS USING GROUT OR OTHER
BASE OF STORMWATER TANK.
APPROVED WATERTIGHT SEAL.
STORMWATER PIPE. STORMWATER 3. REFER TO PROJECT DRAWINGS FOR VEGETATED BATTER SLOPES (1 IN 3 MAX, 1 IN 4
STORMWATER DETENTION TANK AND
DETENTION TANK AND TYPICAL) AND BATTER TOPSOIL REQUIREMENTS.
OUTLETS/OVERFLOWS AS PER
OUTLETS/OVERFLOWS AS PER
STORMWATER MANAGEMENT PLAN
STORMWATER MANAGEMENT PLAN 4. FILTER CLOTH - NON-WOVEN GEOTEXTILE. FILTER CLOTH NOT TO BE PLACED BETWEEN
ANY FILTER LAYERS. IMPERVIOUS LINER MAY BE REQUIRED SUBJECT TO SOIL TESTING
POOL AREA. REFER TO DESIGN REQUIREMENTS IN ACCORDANCE WITH THE SENSITIVE URBAN DESIGN
PREPARED BY FLOTH, DRAWING SET
HAND DIG TRENCH FOR DISCHARGE 15252-H-02-002 TO 005 FOR FURTHER
PIPE. ALIGNMENT TO BE DETERMINED IN INFORMATION. 5. BASIN FINISHED SURFACE LEVEL IS TOP OF FILTER MEDIA. SURFACE TO BE MULCHED
CONJUNCTION WITH COUNCILS AND PLANTED AS PER LANDSCAPE DRAWINGS.
REPRESENTATIVE.
6. CONSTRUCTION TOLERANCES AS DOCUMENTED IN THE SENSITIVE URBAN
DESIGN CONSTRUCTION AND ESTABLISHMENT GUIDELINES - SWALES, BIORETENTION
7. REFER LANDSCAPE DRAWINGS FOR PLANT SPECIFICATION. PLANT SPECIFICATION AND
DENSITY SHALL BE IN ACCORDANCE WITH THE SENSITIVE URBAN DESIGN
DISCHARGE ARRANGEMENT.
REFER ADJACENT PLAN DETAIL.
8. ALL DIMENSIONS ARE IN MILLIIMETRES UNLESS OTHERWISE NOTED.
PLACED BELOW THE RL26.00 CONTOUR.
Annotation by Council
AT 1200 CRS ALONG LENGTH OF PIPE.
PLACE CAPS ON PIPE ENDS. PIPE LAID
ON A 500 WIDE x 500 DEEP ROCK FIILED
Amend final location of stormwater discharge outlets as per
TRENCH. REFER DETAIL ON SHEET OP32.
EX
IST
ING
Geotechnical advice and certification as required in the conditions SU
RF
AC
E
RUNOFF PATH OF DISCHARGE
DETENTION/BIORETENTION
500
PLACED BELOW THE RL26.00 CONTOUR.
AT 1200 CRS ALONG LENGTH OF PIPE.
PLACE CAPS ON PIPE ENDS. PIPE LAID
ON A 500 WIDE x 500 DEEP ROCK FIILED
TRENCH. 500
RUNOFF PATH OF DISCHARGE
DISCHARGE ARRANGEMENT DETAIL
1:40 UNREDUCED AT A3
- 1:20 UNREDUCED AT A1
NOOSA COUNCIL
APPROVED PLAN DISCHARGE ARRANGEMENT PLAN
OPW16/0021 11 JUL 2016 STORMWATER PLAN
1:200 UNREDUCED AT A3
1:100 UNREDUCED AT A1
1:500 UNREDUCED AT A3
1:250 UNREDUCED AT A1
COPYRIGHT Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A. VENESS S. PRYSTUPA
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY Designed Verified
PROPOSED NEW RESIDENCE AT STORMWATER BASIN AND AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH DISCHARGE Drawing Number
architects postal address
used for this specific project.
C 4.5.16 AMENDED AS CLOUDED A.V.
planners
interiors
GPO BOX 353
BRISBANE
QUEENSLAND 4001
AUSTRALIA
ESTABLISHMENT Approved
S. PRYSTUPA
RPEQ No
1137
RDP RP197117 14517-OP31
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. www.nrarc.com
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
ACN 010 011 720 [email protected] www.todconsulting.com
ABN 39 128 805 336 DECEMBER 2015 ROL APPROVAL
OPW APPROVAL
VERT DATUM AHD
RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
10 of 12 C
The text continues on section 10.
Used in these records
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