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Approved Plans OPW24-0043 · OPW24/0043
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Original PDF page 1, section 1. The text section number identifies this passage in the reader.
APPROVED PLAN
OPW24/0043
NOOSA COUNCIL
27 AUGUST 2024
VIP RL 107.796
VIP RL 107.696
VIP RL 107.588
VIP RL 107.402
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) 12.5% 2.5% 5% 2% 3%
VERTICAL GEOMETRY LENGTH (m) 1.5 7.43 2.15 5 13.66
DATUM RL = 106.700
107.215
107.402
107.588
107.641
107.696
107.796
107.913
108.206
FINISHED SURFACE LEVEL
107.215
107.361
107.504
107.549
107.574
107.673
107.739
108.172
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
0.000
0.042
0.084
0.093
0.122
0.123
0.174
0.034
CONTROL LINE CHAINAGE
11.089
16.089
29.751
8.934
1.5
10
20
0
A1 SCALE: H 1:100, V 1:10
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET DRIVEWAY LONGITUDINAL FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
COOROY, 4570, QLD SECTION CONSTRUCTION
75 NOOSA DRIVE AB
01 28/06/24 RFI UPDATE JB AB SCALE:
NOOSA HEADS, QLD 4567
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100H 1:10V DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
011 20220206 A1 01
Document Set ID: 23101551
Version: 1, Version Date: 11/07/2024
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Section 2
APPROVED PLAN
OPW24/0043
NOOSA COUNCIL
27 AUGUST 2024
RP BDY
RP BDY
BUILDING CARPARK 6m AISLE CARPARK
A BULK EARTHWORKS
020 SECTION SCALE H 1:100 V 1:50
RP BDY
ON STREET
RP BDY
PARKING BUILDING
VERGE
2m FOOTPATH
3%
B BULK EARTHWORKS
020 SECTION SCALE H 1:100 V 1:50
RP BDY
RP BDY
DRIVEWAY CARPARK
C BULK EARTHWORKS
020 SECTION SCALE H 1:100 V 1:50
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET EARTHWORKS FOR APPROVAL - NOT FOR
© ABN 89 647 469 707 03
02
28/06/24
25/05/23
RFI UPDATE
RFI UPDATE
JB
BP
AB
BP
AB
BP COOROY, 4570, QLD SECTIONS CONSTRUCTION
75 NOOSA DRIVE JB
01 09/02/23 OPW ISSUE BP JB SCALE:
NOOSA HEADS, QLD 4567
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
021 20220206 A1 03
Document Set ID: 23101551
Version: 1, Version Date: 11/07/2024
Section 3
A-2
A-1
STRUCTURE NAME
APPROVED PLAN
OPW24/0043
NOOSA COUNCIL
27 AUGUST 2024
STRUCTURE DESCRIPTION
GENERIC 900x900
GENERIC 900x900
FIELD INLET
FIELD INLET
CONSTRUCT NEW GRATED
FIELD INLET OVER EXISTING
300Ø STORMWATER PIPE TYPICAL ROOFWATER
CONNECTION
PROVIDE SECOND 900 x
2.35 900mm ACCESS GRATE
AT OPPOSITE END TO
OUTLET
VI 115mm DIA ORIFICE PLATE BOLTED
4
EXISTING Ø150mm OVER OPENING IN WALL WITH
SEWER MAIN 100mmxØ10 DYNABOLT OR EQUIVALENT
900 x 900mm ACCESS
(STAINLESS STEEL) AT OUTLET PIPE
GRATE AT PIPE OUTLET
VI Ø225mm DIA OUTLET
4
PIPE SIZE (mm) 225
PIPE CLASS PVC
PIPE GRADE (%) 0.92%
PIPE SLOPE (1 in X) 108.8
PIPE FLOW (cumecs) (1% AEP) 0.024
CAPACITY FLOW (cumecs)
OSD TANK - HUMES STORMTRAP OR APPROVED EQUIVALENT (MIN 13m³)
FULL PIPE VELOCITY (m/s) 0.53
STANDARD SINGLE TRAP 700mm INTERNAL HEIGHT
NORMAL DEPTH VELOCITY (m/s) NTS
DATUM RL 104.000
107.870
0.300 107.420
HGL ELEVATION
0.745
0.300
DEPTH TO INVERT
995.818N (107.753) 107.000
1039.427E 107.270 106.920
INVERT LEVEL OF DRAIN
DESIGN (& EXISTING)
1031.066E 107.845
SURFACE LEVEL
1004.408N
SETOUT COORDINATES
0.000
14.140
CHAINAGE 14.140
LINE A
STORMWATER DRAINAGE LONGSECTION
A1 SCALE: H 1:200 V 1:20
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET STORMWATER FOR APPROVAL - NOT FOR
© ABN 89 647 469 707 03
02
28/06/24
25/05/23
RFI UPDATE
RFI UPDATE
JB
BP
AB
BP
AB
BP COOROY, 4570, QLD DRAINAGE DETAILS CONSTRUCTION
75 NOOSA DRIVE JB
01 09/02/23 OPW ISSUE BP JB SCALE:
NOOSA HEADS, QLD 4567
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
041 20220206 A1 03
Document Set ID: 23101551
Version: 1, Version Date: 11/07/2024
Section 4
APPROVED PLAN
OPW24/0043
NOOSA COUNCIL
27 AUGUST 2024
N
108.5
ADDITIONAL FOOTPATH
10
7.
5
PANELS ARE NOT
108.0
10
7.5
APPROVED AND ARE
WM
NOT BE CONSTRUCTED UP
107
/
.5
/ /
109.0 /
24-MUTCD_D9-6.svg-3073462.png
Cooroy\22012-48ElmSt_WD_12-01-20
/
Elm Street
C:\Users\Ian\Dropbox\48
/
/
108.5
H
109.0
Y3
/
TENANC
/
85 m²
00 m
FFL. 109.1
Y4
TENANC
10
112 m²
/
8.0
/
00 m
FFL. 109.1
/
/
10
Y2
8.
TENANC
0
56 m²
00 m
FFL. 109.1
/
/
Y1
TENANC
109.0
56 m²
/ /
/
00 m
FFL. 109.1
/
/
108.5
108.6
/ /
EXISTING CATCHMENT PROPOSED CATCHMENT
LEGEND
SITE CATCHMENT AREAS PERVIOUS GROUND
FRACTION
PAVED AREA ROAD AREA ROOF AREA PERVIOUS
NAME AREA (M²) IMPERVIOUS IMPERVIOUS GROUND
(M²) (M²) (M²) AREA (M²)
(%)
DRIVEWAY SURFACE
EXISTING 107.4 221.7 215.9 213.6 758.6 71.8
PROPOSED 0.5 279.4 479.1 69.1 828.1 91.6 IMPERVIOUS ROOF
CHANGE -106.9 57.7 263.2 -144.5 69.5 19.8
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET STORMWATER CATCHMENT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707 03
02
28/06/24
25/05/23
RFI UPDATE
RFI UPDATE
JB
BP
AB
BP
AB
BP COOROY, 4570, QLD LAYOUT PLANS CONSTRUCTION
75 NOOSA DRIVE JB
01 09/02/23 OPW ISSUE BP JB SCALE:
NOOSA HEADS, QLD 4567
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:200 DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
045 20220206 A1 03
Document Set ID: 23101551
Version: 1, Version Date: 11/07/2024
Section 5
dWM
dWM
dTU
dOF
dE
APPROVED PLAN GENERAL NOTES
dWM
OPW24/0043 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT BLACKTOWN CITY COUNCIL AND
SYDNEY WATER SPECIFICATIONS AND STANDARDS.
dWM
NOOSA COUNCIL
dE
27 AUGUST 2024 2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT
dTU
d OF
AUSTRALIAN STANDARDS.
dWM
dE
3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
dWM
4. A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE INSTALLED AT THE SERVICE POINT OF
dTU
dOF
THELOT IN ACCORDANCE WITH THE REQUIREMENTS OF SYDNEY WATER.
dE
dWM
5. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS.
dWM
dE
6. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON THIS DRAWING MUST BE SUPERVISED
dTU
dOF
BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL
NOT BE PERMITTED TO CONNECT TO THE RETICULATION SYSTEM
dWM
dE
dWM
SEWER AND WATER NOTES
dTU
dOF
(D)
T REET (D)
1. REFER HYDRAULIC DRAWINGS FOR INTERNAL DETAILS AND CONNECTIONS.
PEARL S
dE
0.000
dWM
2. REFER ARCHITECTURAL PLANS FOR DIMENSION SETOUT DETAILS.
dWM
3. CONTRACTOR TO POT HOLE TO LOCATE ALL SERVICES AND CONFIRM DEPTH PRIOR TO COMMENCING WORKS
dTU
dOF
dE
(D)
AND TO ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH THE REQUIRED LEVELS.
dWM
4. ANY DISCREPANCIES BETWEEN THESE PLANS AND ARCHITECTURAL OR HYDRAULIC PLANS ARE TO BE
(D)
REFERRED TO THE ENGINEER IMMEDIATELY.
dE
dS
dWM
dS
dTU
dOF
dS 5. ALL WORKS ASSOCIATED WITH LIVE SEWER OR WATER SERVICES AND MAINTENANCE HOLES SHALL BE
dS
dS dE CARRIED OUT BY SYDNEY WATER OR AN APPROVED AND LICENSED CONTRACTOR AT THE PRINCIPAL
(D)
dS dE
dE
dWM
dS dE CONTRACTORS COST.
dS dE
dE
FOOTPATH ALIGNMENT TO dS dE 6. THE MINIMUM GRADE FOR ALL SEWER PIPES SHALL BE
dWM
dE
dTU
dOF
dE
(D)
dE 6.1. Ø100mm - 1 IN 60
dE
BE AMENDED SUBJECT TO dE
dE
dE
dWM
6.2.
6.3.
Ø150mm - 1 IN 150
Ø225mm - 1 IN 290
dWM
dE PROVIDE NEW WATER SERVICE.
dE dWM
CONDITION 1 dE REFER TO HYDRAULIC CONSULTANT 6.4. Ø300mm - 1 IN 420
(D)
dE dTU dWM
dE
dE DRAWINGS FOR DETAILS
dS
dTU
dWM
dOF
dE dWM
dTU
dE 7. SEWERS HAVING GRADE EXCEEDING 1 IN 20 SHALL REQUIRE BULKHEADS/TRENCHSTOPS.
dWM
dTU
dE
dWM
dTU
dE
(D)
dE
dTU
dE dWM 8. WHERE SEWERAGE IS TO CONNECT INTO EXISTING SEWER MAINS, THE CONTRACTOR MUST VERIFY THE
dWM
dE
dTU
dE dWM LOCATION AND LEVELS OF THE CONNECTION POINT PRIOR TO COMMENCING WORKS.
dE
dTU
dWM
/
dS
dE dTU
dWM
dTU
dE
dOF
10
dWM
dE
/
dTU
dWM 9. PIPE EMBEDMENT SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 300MM LOOSE DEPTH TO A MINIMUM 95%
(D)
dE dTU
dE dWM MAXIMUM COMPACTION AS PER AS 1289.
/
dE
dTU
dE dWM
dE (D)
dTU
dE dWM
dWM
/
dTU
dE dWMWM 10. ALL SEWER AND MAINTENANCE STRUCTURES SHALL BE INSPECTED BY CCTV AFTER ALL BACKFILLING
(D)
dS
dE
(D)
dTU
dE dWM OPERATIONS ARE SATISFACTORILY COMPLETED AND ALL JUNCTIONS INSTALLED. THE CONTRACTOR SHALL
/
dTU
dTU
dOF
dWM O
(D)
dWM
O
VERIFY THAT THE PIPE IS WITHOUT ANY CONSTRUCTION DEFECTS, THERE ARE NO OBSTRUCTIONS TO FLOW
dE dTU O O
dWM O O
/
O O
(D)
dTU O
dE dTU dWM O O O O
AND ALL APPROVED JUNCTIONS ARE IN THE RIGHT LOCATION. THE CONTRACTOR SHALL PROVIDE THIS
dE
O O
dWM
O
(D)
O
/
dE dTU O O O O
(D) PROVIDE NEW CONNECTION TO INSPECTION TO THE AUTHORITY UPON REQUEST.
dWM O O
dS
O O
O
dWM
O
(D) EXISTING SEWER. REFER TO
/
O O
O O / Section 6
/
O
/
dWM
O
11. WHERE A SEWER IS TO BE CONSTRUCTED UNDER AN EXISTING OR PROPOSED STORMWATER PIPE ≥ Ø375MM
/
O
/
/
/
O
HYDAULIC CONSULTANT DRAWINGS
dTU
O
/
O
dOF
/
O
(D)
/
O
(RW)
/
/
O
/
O
OR THROUGH AN UNLINED OPEN DRAIN OR CHANNEL, THE SEWER IS TO BE CONCRETE ENCASED.
/
/
O
/
dWM
dE
/
O
(D)
FOR DETAILS
/
O
O O / /
O
/
O
/
(D)
O
/
/
O
ENCASEMENT SHALL EXTEND AT LEAST 1M EACH SIDE OF THE PIPE OR CHANNEL WITH CLEARANCE TO OTHER
/ /
O
/
/
O
O O / /
O
/
O
/
/
O / /
SERVICES MEASURED FROM THE OUTSIDE OF THE ENCASEMENT.
/
(D)
/
O
/
dS
/ /
/
/
/ / /
/ /
O
/ /
/
/ / /
(D)
/
dE
/
12. ALL SANITARY HYDRAULICS AND WATER RETICULATION IS TO BE IN ACCORDANCE WITH AS3500, SYDNEY
/
DECOMMISION EXISTING
/
O
/
/
/ /
dTU
/
dOF
/ / /
/
WATER SERVICE WATER SPECIFICATIONS AND COMPLY WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING RELEVANT
/
O
/
/
dWM
/
/
JURISDICTION.
O
EXISTING HYDRANT
/
/
/
dS
O
TO BE RAISED 13. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO COMMENCING WORK.
(D)
dE
/
/
O
/
/
/
EXISTING WATER VALVE
O
14. WATER MAINS SHOULD ALWAYS CROSS OVER SEWER AND STORMWATER DRAINS TO AVOID RISK OF
/
/
(NOT LOCATED) TO BE
dTU
H
dOF
/
O
BACKFLOW CONTAMINATION WHEREVER POSSIBLE.
/
/
RAISED
(D)
O
dWM
/
/
/
dE
dS
/ O
/
15. SEWER MUST MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 500MM BELOW A WATER MAIN AND SHALL BE
/
/
/
O
OFFSET BY A MINIMUM HORIZONTAL CLEARANCE OF 1000MM.
20
/
/
O
/
(D)
/
/
O
dTU
dOF
dE
/ 16. WATER MAINS ARE TO BE FLUSHED, CHLORINATED AND PRESSURE TESTED AFTER INSTALLATION. THE
/
/
/ O
/
dS
CONTRACTOR SHALL PROVIDE THE RESULTS OF THESE TESTS TO THE SUPERINTENDANT PRIOR TO
dWM
/ O
/
/
ON-MAINTENANCE INSPECTIONS.
/ O
(D)
/
/
/ O
/
dE
17. CLEAN OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN VEHICULAR OR PEDESTRIAN
/
/
O
PROPOSED BUILDING
/
dTU
dOF
/
/
PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS OR CAST-IRON COVERS.
O
dS
/
/
(D)
FFL 109.30
/
O
dWM
/
/
18. ALL IN-GROUND VALVES SHALL BE IN APPROVED CONCRETE PATH BOXES IN ACCORDANCE WITH THE
O
dE
/
/
/
AUTHORITIES REQUIREMENTS.
/ O
/
/
O
(RW)
/
/
EET
(D)
ADDITIONAL FOOTPATH
dTU
/
dOF
The text continues on section 7.
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