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Approved Plans OPW23-0013 · OPW23/0013
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LEGEND
NOTE: SAW CUTS TO CONCRETE
WITHIN 6-12 HRS AFTER PLACEMENT. PROVIDE N12 PERIMETER MARK DESCRIPTION
BAR TYPICAL. CORNER SLAB MESH AS SPEC'D 40 PROPOSED BUILDING
N
DANLEY KEYJOINT WITH RIPA STRIP. SLAB MESH AS SPEC'D. BARS WITH 600 LAPS COVER TYPICAL
PROVIDE DEPTH/3 SAW CUT FILL WITH GALV. R16 DOWELS 400 LONG @ 450 CRS TERMINATE MESH PROPOSED DRIVEWAY/CARPARK
APPROVED FLEXIBLE SEALANT. SLAB MESH AS SPEC'D. 50mm FROM JOINT FALL 50mm IN
FIRST 1m TYP. PROPOSED CROSSOVER
PROPOSED RETAINING WALL
+ FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
350
200 - 400 MAX
FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
CJ EXISTING BOUNDARY
SAND BED WITH
SJ CUT EVERY SECOND WIRE OF
SAND BED WITH DOWELS IN CENTRE EXISTING COMMUNICATIONS
DPM OVER OF SLAB TYP.
DPM OVER MESH IN LINE WITH JOINT.
CONTROL JOINT DETAILS TYPICAL EDGE THICKENING DETAILS W EXISTING WATER MAIN
SLAB CUT JOINT DETAILS SCALE 1:10 SCALE 1:20
S EXISTING GRAVITY SEWER
EXISTING OVERHEAD POWER
SCALE 1:10 CEMSET GALV. R16
E(OH)
DANLEY KEYJOINT WITH RIPA STRIP. EXISTING UNDERGROUND POWER
DOWELS 400 LONG @ 450
BETWEEN EXISTING AND NEW. CRS INTO EXISTING SLAB + 23.750 EXISTING SURFACE LEVEL
PAVEMENT DETAILS EXISTING SLAB CONTROL JOINT
MATERIAL TYPE CBR (soaked) MIN COMPACTION SLAB CUT JOINT
175mm CONCRETE - SL72 MESH 32MPa - -
NEW KERB
SUBBASE COURSE 2.4 35 98% RDD (MDD)
LOWER SUBBASE 2.5 15 -
FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING SOIL TESTS BY DOWEL SLEEVE
GEOTECHNICAL ENGINEER.
PROVIDE 3/N12 TRIMMERS 2400 LONG AT RE-ENTRANT CORNERS TYPICAL, 50mm SAND BED WITH
MIN COVER TO PAVEMENT EDGE. DPM OVER
40mm MIN COVER TO CONCRETE MESH REINFORCING U.N.O. CONNECTION TO EXISTING
SW
W
106.13
106.26 106.26
2
106.55
SW
+ 106.36
10
+ 106.50
+ 106.70
6.3
+ 106.65
5
O
106.25
10
Telstra E(
rn
6.2
3
4
106.39
a
106.13
8 Power Pole
S
EXISTING CROSSOVER TO BE REMOVED. // 106.36 106.42
W
//
// // // 106.52
# 60355
//
106.20SW
// 106.57// // //
REINSTATE WITH B1 TYPE KERB AS PER 106.72 // // // // 106.65 //
Access
SW SW SW SW SW SW SW 106.75 //
106.60
10
OH
SW SW
6.4
IPWEAQ STD DRG RS-080
SW SW
)
6
106.79
2.00
106.22
S
REPLACE EXISTING STORMWATER
W
E(
M1 TYPE KERB ONLY
//
O
SW
H)
SW 10
GULLY AND LINTEL WITH NEW KERB SW
6.75
106.27 106.27
INLET PIT AND LINTEL AS PER IPWEAQ
10
6.5
106.58
E(
7
10
STD DRGS DS-060 & DS-061
OH
10
106.65
10
6.4
S
10
6.7
6.6
)
SW
9
W
6.3
0
7
106.29 106.30
9
// 106.83
3.0%
10
Hyd
O
NEW CROSSOVER TO
Gully
3.0%
SW
LIP106.16 +
6.7
H
10
rn
E(
6.3
8
CONNECT TO EXISTING
OH
a
5
IPWEAQ STD DRGS.
RL 107.25
Floor Level
)
106.16
106.52
CONCRETE PAVEMENT.AND
OPAL LANE
106.29
RS-049 & RS-050
S
1.80
W
MATCH INTO EXISTING LEVELS
E(
10
FFL 106.60
RL 107.30
Floor Level 106.64
1.80
10
OH
6.8
//
SW
6.7
6.0
9
)
7
FFL 107.60
6.0
10
E(
OH
6.
S
RUBY STREET
75
)
W
LIP106.19 +
10
10
106.99
//
6.5
SW
6.9
106.78
E(
7
2
OH
10
6
.64
)
10
10
106.32
10
6.5
6.9
O/H Conn
10
6.3
3
7
S
NEW CROSSOVER TO
7.0
9
W
0
O
E(
3.0%
rn
3.0%
OH
IPWEAQ STD DRGS.
a
O
106.69
Meter
)
106.82
//
rn
SW
W
RS-049 & RS-050
a
SW
5.50
10
10
107.07
6.7
S
6.7
W
6
8
5
106.23
SW
106.56 106.65
106.75
2.75
106.86
//
10
SW SW SW
SW
10
6.9
10
10
Hedge
6.9
107
9
7.0
6.5
106.36 106.38 SW
106.23 106.24
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Section 2
7
106.90 .00
10
0
8
10 // 106.82 106.86
S
106.58 +
//
6.4
106.58
// // //
W
//
106.75 +
106.82 +
//
6.
8
106.84 GI Mesh Fence 106.86 // // //
106.85 +
75 106.91 107.04
106.91 +
1
10
O
10
10
rn
6.
6.5
6.5
a
50
8
S
5
W
2.0m WIDE ROAD
RESUMPTION
NOOSA COUNCIL
PROPOSED SITE LAYOUT APPROVED PLAN
OPW23/0013 22 FEB 2023
SCALE 1:250 @ A3
215101-OPW-01-221103.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 26-04-22 FOR APPROVAL DTB DK
PROPOSED DUPLEXES ROBYN KILDEY 0 2.5 5 7.5 10 12.5m
.................
B 03-11-22 RFI REVISIONS DK DK DATUM
DESIGN
AHD
DK
215101
7 RUBY STREET COOROY
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:250 A3 (RPEQ 15522)
PROPOSED SITE LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C04 B
Document Set ID: 22286685 a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 03-11-22
Version: 1, Version Date: 25/01/2023
Section 3
LEGEND
MARK DESCRIPTION
. PROPOSED BUILDING
IN
0 0M 2.00
12 PROPOSED CARPARK
N
SW PROVIDE N12 TRIMMER BARS TO PROPOSED CROSSOVER
EXISTING BOUNDARY
EACH FACE OF PIT AND
DIAGONALS AS REQ'D. M1 TYPE KERB ONLY PROPOSED STORMWATER SURFACE
FLOW
SW
SW
50mm MIN COVER TO EDGE.
BOUNDARY RESUMPTION OPAL LANE SW PROPOSED STORMWATER PIPE
SW
ISOLATE PIT FROM SURROUND 3.0% PROPOSED RETAINING WALL
3.0%
WITH 10mm ABLEFLEX & UV RATED + FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
300 MIN. SEALANT. GRATE TO BE HOUSED IN
FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
CONCRETE PAVEMENT IF POSSIBLE
EXISTYING CONCRETE EXISTING BOUNDARY
PAVEMENT
CONNECT INTO EXISITNG REFER EXISTING COMMUNICATIONS
SW PIT TRIMMER DETAILS CONCRETE PAVEMENT DETAIL
DETAIL C05
W EXISTING WATER MAIN
SCALE 1:50 S EXISTING GRAVITY SEWER
E(OH) EXISTING OVERHEAD POWER
OPAL LANE SECTION 1 EXISTING UNDERGROUND POWER
SCALE 1:100 C05 EXISTING RETAINING WALL
+ 23.750 EXISTING SURFACE LEVEL
BUILDING EAVES GUTTERS TO
Roof Peak
SW
STORMWATER PIT SCHEDULE
RL 113.69
Roof Peak
BE SIZED FOR 1% AEP FLOWS
113.68
TYPICAL CONNECT ENTIRE 125x75x3 RHS GALV RHS
INDICATES 1.20m MARK DESCRIPTION
ROOF TO SLIMLINE TANKS.
SETBACK FROM KERB ADAPTERS & STORMWATER
W
1|1 450SQ. FIP RELN OR EQUIV.
SW
EDGE RETAINING PROVIDED BY SEWER FOR QDC DISCHARGE PIPES IN ACCORDANCE
SW IL 105.31 SLEEPER UNDER FENCE WHERE WITH IPWEAQ STD DRG RS-081 SL 106.75 | IL 106.60
MP1.4 COMPLIANCE
Ø100 AC WM IL 105.69 @ 600 COVER 400mm OR LESS TYPICAL MAX DISCHARGE 11L/S AT 5% AEP 2|1 KERB ADAPTOR
W
150mm CLEARANCE
106.13
106.26 106.26
SL - | IL 106.51
2
106.55
SW
+ 106.36
2
10
1
+ 106.50
+ 106.70
1 2
6.3
1|2
+ 106.65
450SQ. FIP RELN OR EQUIV.
+ H 0.0
5
+ H 0.0
O
106.25
10
4
Telstra E(
CUT IN NEW KERB INLET 1 1
rn
6.2
3
4 SL 107.00 | IL 106.85
4
106.39
a
106.13
8 Power Pole
S
106.36 106.42
//
W
//
OVER EXISTING Ø375 RCP // // // 106.52
# 60355
//
106.20SW
+ FSL 106.40 // 106.57// SN8 //
Ø100 uPVC SN8 @ 2% MIN Ø100 uPVC //
106.72 // // // // 106.65 // 2|2 KERB ADAPTOR
Access
3 SW SW SW SW SW SW SW FSL 106.80 + 106.75 FSL 106.75 //+ + FSL 106.55
106.60
10
+ +
OH
SW SW
6.4
SW SW
REMOVE EXISTING PIT
FS H 0
SL - | IL 106.81
)
6
+ FSL 106.50 Ø125 uPVC SN8 @ 1%
106.79
+
3
L 1 .3
.60
AND EXTEND Ø300 RCP
106.22
06
S
Ø225 uPVC SN8 @ 1%
06
1|3
W
600SQ FIP TYPE 2A AS PER IPWEAQ
E(
.90
//
L1
OH
TO NEW KERB INLET SW SW SW 10
Ø225 uOPHV) SW
FS
)
6.7 STD DRG DS-050
106.27 106.27
5
1
10
4 SL 106.69 | IL 105.71
6.5
106.58
E(
EXISTING KERB
7
10
DETENTION & RETENTION
10
106.65
10
6.4
3
S
10
6.7
6.6
SW
9
W
ADAPTER
6.3
2|3
C05 600SQ FIP TYPE 2A AS PER IPWEAQ
0
C SN8 @
7
106.29 106.30
TANKS REFER C06 FOR DETAILS.
9
// 106.83
10
Hyd
LIP106.16 +
O
Gully
STD DRG DS-050
6.7
H
+ FSL 106.27
10
QTANK SLIMLINE TANK OR
rn
7+
E(
6.3
8
106.3
OH
a
IL105.27 FSL 106.75 +
5
RL 107.25
Floor Level
FSL SL 106.45 | IL 105.47
)
EQUIV. 3000L VOLUME EACH.
106.16
106.52
2.5% 1 FSL 106.90 + + FSL 106.75
2.5%
OPAL LANE
106.29
S
LOCATION INDICATIVE ONLY
W
+ FSL 107.45 3|3 600SQ FIP TYPE 2A AS PER IPWEAQ
2
E(
3 FFL 106.80
10
RL 107.30
Floor Level 106.64
OH
10
6.8
//
SW
2.5%
6.7
9
)
FSL 106.70 + + FSL 107.10 STD DRG DS-050
7
FFL 107.50 8%
C06 + H 0.4 SL 106.40 | IL 105.32
RUBY STREET
10
E(
OH
6.
S
2 DETENTION TANK REFER C06 FOR
75
)
W
LIP106.19 + + FSL 106.30 + FSL 106.40 FSL 106.75 + + FSL 107.45 4|3 ON GRADE KERB INLET & LINTEL TYPE S
DETAILS. DURAPLAS LATTICE
10
10
Section 4
106.99
3
//
6.5
SW
6.9
FSL 107.00 + AS PER IPWEAQ STD DRGS DS-060 &
106.78
E(
7
2
TANK OR EQUIV. 3000L VOLUME
OH
10
+ FSL 106.85
6.6
DS-061
)
10
10
106.32
4
10
6.5
6.9
O/H Conn
10
6 .39
3
7
S
7
SL 106.15 | IL 105.20 - TO MATCH EXIST.
.00
W
125x75x3 RHS GALV RHS
O
E(
rn
OH
FSL 107.00 +
a
O
106.69
Meter
)
1|4 450SQ. FIP RELN OR EQUIV.
//
106.82
rn
SW
W
a
SW
KERB ADAPTERS & STORMWATER SL 106.85 | IL 106.30
% 1
10
10
@1 2 DISCHARGE PIPES IN ACCORDANCE
107.07
6.7
S
2
6.7
W
6
8
8 2|4 450SQ. FIP RELN OR EQUIV.
5
106.23
SW
EXISTING KERB SN WITH IPWEAQ STD DRG RS-081
106.56 106.65
C 2
uPV
106.75
106.86
+ FSL 106.60 + FSL 106.60 MAX DISCHARGE 11L/S AT 5% AEP SL 106.55 | IL 106.20
//
ADAPTER + H 0.4
10
SW SW SW
SW
25
10
6.9
+ FSL 106.60
10
10
Hedge
FSL 106.85 + + FSL 107.40 Ø1
6.9
107
9
7
6.5
106.36 106.38 SW
.00
106.23 106.24
7
106.90 .00
FSL 107.25 +
10
8
// 106.82 106.86
106.58 +
FSL 107.15 +
10
S
// + FSL 106.95
6.4
106.58
// // //
106.75 +
106.82 +
W
6. // //
8
EXISTING KERB 106.84 // //
106.85 +
75 GI Mesh Fence 106.86
106.91 //
106.91 +
107.04
+ H 0.3
1
10
ADAPTER
O
10
10
rn
6.
6.5
6.5
a
50
8
S
5
2.0m WIDE ROAD
BUILDING EAVES GUTTERS TO BE EDGE RETAINING PROVIDED BY
W
IN PRINCIPLE APPROVAL FOR RESUMPTION
SIZED FOR 1% AEP FLOWS SLEEPER UNDER FENCE WHERE
BUILDING OVER SEWER HAS BEEN
TYPICAL. DISCHARGE ENTIRE 400mm OR LESS TYPICAL
OBTAINED FROM UNITYWATER
SW
ROOF TO UNDERGROUND TANK
W
NOOSA COUNCIL
PROPOSED STORMWATER AND SITE LEVEL LAYOUT APPROVED PLAN
OPW23/0013 22 FEB 2023
SCALE 1:250 @ A3
215101-OPW-01-221103.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 26-04-22 FOR APPROVAL DTB DK
PROPOSED DUPLEXES ROBYN KILDEY 0 2.5 5 7.5 10 12.5m
.................
B 03-11-22 RFI REVISIONS DK DK DATUM
DESIGN
AHD
DK
215101
7 RUBY STREET COOROY
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:250 A3 (RPEQ 15522)
PROPOSED STORMWATER AND SITE LEVEL LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C05 B
Document Set ID: 22286685 a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 03-11-22
Version: 1, Version Date: 25/01/2023
Section 5
OPEN TEE FOR
INSPECTION/MAINTENANCE
Ø90
ROOFWATER INLET
DETENTION
1.01m
Ø35
1.90 TO TOP OUTLET
1500L DETENTION PER TANK
RETENTION
1500L RETENTION PER TANK
1.01m
BALL VALVE OUTLET TO
MANUF. SPECS FOR
IRRIGATION/EXTERNAL USE
DISCHARGE TO SELECTED 3,000L SLIMLINE TANK. EG
STORMWATER SYSTEM QTANK SLIMLINE OR SIMILAR INSTALLED IN
ACCORDANCE w MANUF. SPECS
TYPICAL SLIMLINE DETENTION/
RETENTION TANK DETAILS
SCALE 1:50 @ A3
DISCHARGE ROOFWATER INTO PIT SELECTED 3000L IN-GROUND
PRIOR TO TANK. 2/Ø100mm DETENTION TANK DURAPLAS
CONNECTIONS TO DETENTION TANK LATTICE TANK OR EQUIV Ø100mm TOP OUTLET
5
6.7
2
10
6.6
9 2
6.4
L
10
FS
10
0
L
3
6.4
FS
+
L
FS
10
+
L
FS
+
+
1
+ IL 105.71
0.60 NOM.
3
.67
4 800mm
+ IL 105.47
5.5
5
Ø150 uPVC TO STREET FIELD INLET @ ~2%
10
10
L
FS
L
FS
+
+
600SQ FIELD INLETS
TYPE 2A AS PER IPWEAQ 600mm 600mm 30mm LOW FLOW AT INVERT
STD DRG DS-050
UNDERGROUND DETENTION SECTION 2
SCALE 1:50 C05
NOOSA COUNCIL
APPROVED PLAN
OPW23/0013 22 FEB 2023
215101-OPW-01-221103.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT A 26-04-22 FOR APPROVAL DTB DK
PROPOSED DUPLEXES ROBYN KILDEY 0 0.5 1.0 1.5 2.0 2.5m
.................
B 03-11-22 RFI REVISIONS DK DK DATUM
DESIGN
AHD
DK
215101
7 RUBY STREET COOROY
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:50 A3 (RPEQ 15522)
PROPOSED STORMWATER DETAILS
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C06 B
Document Set ID: 22286685 a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 03-11-22
Version: 1, Version Date: 25/01/2023
The text continues on section 6.
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