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Approved Plans - OPW21/0103
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Plans and drawings
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STORE LOCAL - NOOSAVILLE
STAGE 3
LOT 59 ON RP228906
LOCALITY PLAN
SCALE 1:2500
DRAWING INDEX
DRAWING No. DRAWING TITLE
S12884-CA01 COVERSHEET
S12884-CE01 EROSION AND SEDIMENT CONTROL LAYOUT PLAN - SHEET 1 OF 2
S12884-CE02 EROSION AND SEDIMENT CONTROL LAYOUT PLAN - SHEET 2 OF 2
S12884-CE03 EROSION AND SEDIMENT CONTROL TYPICAL DETAILS
S12884-CE11 BULK EARTHWORKS LAYOUT PLAN
S12884-CE12 BULK EARTHWORKS SECTIONS
S12884-CE13 SWALE DRAIN DETAIL
S12884-CE14 CROSS SECTION - SWALE EAST
S12884-CE15 CROSS SECTION - SWALE WEST
S12884-CR01 ROADWORKS LAYOUT PLAN SHEET 1 OF 2
S12884-CR02
S12884-CR03
ROADWORKS LAYOUT PLAN SHEET 2 OF 2
ROADWORKS JOINTING LAYOUT PLAN
-
S12884-CR04 ROADWORKS NOTES AND DETAILS NOOSA COUNCIL
S12884-CR05 LINEMARKING AND SIGNAGE LAYOUT PLAN
S12884-CD01 STORMWATER DRAINAGE LAYOUT PLAN
APPROVED PLAN
S12884-CD02 STORMWATER CATCHMENT PLAN OPW21/0103 13 JUL 2021
S12884-CS01 SEWERAGE RETICULATION LAYOUT PLAN
S12884-CA01 SEWERAGE RETICULATION LONGITUDINAL SECTIONS
S12884-CW01 WATER RETICULATION LAYOUT PLAN
S12884-CW02 WATER RETICULATION DETAILS
S12884-TR01 VEHICLE TURNING MANOEUVRE SHEET 1 OF 2
S12884-TR02 VEHICLE TURNING MANOEUVRE SHEET 2 OF 2
© MILANOVIC NEALE CONSULTING ENGINEERS
ALL SCALES ARE AS SHOWN (A1)
DO NOT SCALE FROM DRAWING
REV. DESCRIPTION DATE INIT. CONTACT DETAILS CLIENT PROJECT TITLE DRAWN DESIGNED DATE
A FOR CLIENT REVIEW 23.02.21 SM E [email protected] SM SM FEB 2021
B FOR APPROVAL 09.04.21 SM W www.mnce.com.au
C COUNCIL RFI 31.05.21 SM
D COUNCIL RFI RE-ISSUE 25.06.21 SM STORE LOCAL - NOOSAVILLE CHECKED APPROVED
STORELOCAL PTY LTD COVERSHEET DH
BRISBANE IPSWICH
STAGE 3 DRAWING No. REV.
SYDNEY GOLD COAST
PH No. (07) 3255 1877 PH No. (07) 3281 6603 PH No. 1300 827 901 PH No. 1300 827 901 S12884 - CA01 D
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Full text of sections 2 to 5 (of 26)
Section 2
S
Proposed Sewer
Alignment Across LEGEND
T[C]
Road Reserve Not
S
S[C]
OH[C] EXISTING ELECTRICAL OVERHEAD
OH[C]
T[C
] OH
[C
S Part of this Approval. T[C] EXISTING TELECOMMUNICATION
Refer to Conditions.
W ]
9 00 ∅
IL9.5
SW[C] EXISTING STORMWATER DRAINAGE
IL9.5
MH SL11.61 EP
T[C
REN
500
T[C]
11.50 W ] S
OH
E ST
1
ROAD TO BE KEPT CLEAN AT ALL
1
[C
∅
]
REET S[C] EXISTING SEWERAGE MAIN
S[C]
TIMES DURING CONSTRUCTION.
W
OH[C]
T[C
] S EXISTING SEWERAGE MAIN TO BE
S[C]
A
G
D
B
F
E
C
STABILISED ENTRY/EXIT, LOCATION AND SIZE DISUSED BY METHOD OF GROUT FILLED
IL9.51
W OH[C]
TO BE CONFIRMED ON SITE AT EACH STAGE OF
EXISTING SEWERAGE MAIN TO BE
OH[C] CONSTRUCTION BASED ON STAGING OF WORKS S
11.2 S ABANDONED AND REMOVED
5 T[C] PROPOSED ACCESS LOCATIONS. REFER TO
T[C]
OH[C]
W S12884-CE03 FOR DETAILS. W[C] EXISTING WATER MAIN
S[C]
OH[C]
T[C]
S W OH[C]
OH[C]
10.000 EXISTING MAJOR CONTOURS
Y W T[C] OH[C]
|
Y
|
|
Y OH[C] SW PROPOSED STORMWATER DRAINAGE
Y
S |
Y |
W
Y
11.75
|
| T[C] OH[C]
T[C]
Y
Y
| W
11.0
0
Y |
Y | OH[C] OH[C] > PROPOSED SWALE
S[C]
|
PROVIDE INLET
Y SOCK
| PROTECTION,
EP
Y
Y | FOR DETAIL.
REFER TO S12884-CE03 T[C] OH[C] OH[C]
Y | T[C] T[C]
Y | S PROPOSED SEWERAGE MAIN
|
Y | W T[C] T[C]
Y
Y W T[C] W
|
Y W T[C]
W
|
|
Y W W PROPOSED WATER MAIN
S
|
Y
Y W T[C W
|
Y | W W W ]
11.75
FH
|
10.7 Y |
Y | 11.50
5 Y |
Y
Y |
Y | PROPOSED BASEMENT OUTLINE
T[C]
Y |
Y | Y | Y |
|
Y |
Y |
Y |
Y |
Y
Y |
Y | T[C
Y |
Y |
Y |
]
Y | Y | Y | Y | Y | Y | Y | Y
|
15.000
|
PROPOSED FILL
S
Y
W
SW
Y
|
|
Y
10.5 Y
>
0
>
11.50
|
|
S
Y
PROPOSED CUT
1
Y
11.25
S
|
|
W
SW
Y
Y
SILT FENCE, REFER TO
|
|
>
>
Y
Y
S12884-CE03 FOR DETAILS.
STABILISED ENTRY/EXIT POINT
|
|
11.0
Y
Y
S
0
10.25
|
|
S
W
Y
Y
SILT FENCE
>
Y
>
Y || Y ||
|
10.75
Y
|
Y
|
TEMPORARY DIVERSION DRAIN
SW
S
Y
|
2
W
|
|
PROPOSED ROCK CHECK DAM
Y
Y
>
>
10.5
S
|
|
0
Y
Y
10.00
|
S
|
RP 228905
PROPOSED INLET SOCK PROTECTION
SW
Y
Y
3.000
LOT 58
W
|
|
>
>
Y
Y
|
|
10.2
Y
5
Y
S
|
S
Section 3
|
3
SW
Y
Y
W
|
>
>
|
Y
Y
9.75 -
|
|
10.0
FIRST FLOOR
Y
0
S
Y
FFL14.500 NOOSA COUNCIL
|
|
Y
SW
Y
W
GROUND LEVEL
>
>
|
S
4
|
APPROVED PLAN
Y
FFL 11.500 9.75
Y
|
BASEMENT LEVEL
|
S
Y
OPW21/0103 13 JUL 2021
Y
FFL 8.050
|
|
Y
SW
>
>
W
Y
9.50
|
|
Y
SP 104321
Y
LOT 280
|
S
S
Y
Y |
|
Y
>SW
|
>
NOTE:
W
Y
ROAD
|
9.50 REFER TO DRAWING S12884-CE02
Y
|
FOR NOTES AND DETAILS.
Y
S
|
Y
|
9.25
Y
5 RESERVE
> |
>
S
Y
|
W
Y
|
Y
|
S
9.25
Y
|
Y
|
SW
>
>
Y
|
NOT FOR CONSTRUCTION
| Y
W
Y |
S
S
Y | Y
Y |
>SW
|
>
Y
|
W
9.00
Y
|
WORKPLACE HEALTH AND SAFETY NOTE:
Y
|
S
ALL WORKS UNDERTAKEN BY THE CONTRACTOR SHALL COMPLY WITH THE
Y
|
6
REQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011.
Y
|
S
PROPOSED SWALE TO ACT AS
> SW
>
CONTACT THE NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND
Y
|
DIVERSION DRAIN DURING SAFETY FOR INFORMATION. PHONE No. 1300 362 128.
Y
PROPOSED SWALE TO ACT AS
|
W
CONSTRUCTION.
Y | Y
DIVERSION DRAIN DURING
|
S
Y
CONSTRUCTION.
DIAL BEFORE YOU DIG:
|
8.75
> SW
Y
>
|
IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 'DIAL BEFORE YOU DIG'
Y
|
PH.1100 FOR THE LOCATION OF EXISTING PUBLIC UTILITIES PRIOR TO EXCAVATION.
Y
W
|
S
ANY DAMAGE CAUSED TO EXISTING PUBLIC UTILITIES BY THE CONTRACTOR WILL
Y | Y
S
|
BE REPAIRED BY THE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE.
Y |
>
FOR CONTINUATION REFER TO CE02 EXISTING SERVICES NOTE:
THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
CONSTRUCTED INFORMATION. NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY
EXISTING SERVICE LOCATIONS AND DEPTHS. IT IS THE CONTRACTORS
RESPONSIBILITY TO UNDERTAKE POT HOLING TO VERIFY THE DESIGN.
PLAN
SCALE 1:100 0 2 4 6m
REAL PROPERTY DESCRIPTION
SCALE 1:100 (A1)
LOT 59 ON RP228906
© MILANOVIC NEALE CONSULTING ENGINEERS
(SCALE BEFORE REDUCTION)
ALL SCALES ARE AS SHOWN (A1)
DO NOT SCALE FROM DRAWING
REV. DESCRIPTION DATE INIT. CONTACT DETAILS CLIENT PROJECT TITLE DRAWN DESIGNED DATE
A FOR CLIENT REVIEW 23.02.21 SM E [email protected] SM SM FEB 2021
B FOR APPROVAL 09.04.21 SM W www.mnce.com.au
C COUNCIL RFI 31.05.21 SM
D COUNCIL RFI RE-ISSUE 25.06.21 SM STORE LOCAL - NOOSAVILLE EROSION AND SEDIMENT CONTROL CHECKED APPROVED
STORELOCAL PTY LTD DH
BRISBANE IPSWICH
STAGE 3 LAYOUT PLAN - SHEET 1 OF 2 DRAWING No. REV.
SYDNEY GOLD COAST
PH No. (07) 3255 1877 PH No. (07) 3281 6603 PH No. 1300 827 901 PH No. 1300 827 901 S12884 - CE01 D
Section 4
FOR CONTINUATION REFER TO CR01
EROSION & SEDIMENT CONTROL
| Y
> SW >
>
Y
GENERAL NOTES:
| Y | Y
|
W
Y
7
S
1. THE SEQUENCE OF OPERATIONS SHALL BE AS FOLLOWS:
|
8.5
Y
a. DELINEATION OF BUFFER AREAS AND DRAINAGE RESERVES, ERECTION OF
S
8.50
| Y | Y
>
BARRICADE FENCING.
|
Y
b. LOCATION OF TOPSOIL STOCKPILES AND ERECTION OF DOWNHILL SILT
FENCE.
|
W
S
Y
SW
c. CONSTRUCTION OF DIVERSION WORKS NECESSARY TO MINIMISE RUNOFF
| Y | Y
|
FROM ENTERING THE SITE.
>
Y
>
d. CONSTRUCTION OF TEMPORARY EROSION AND SEDIMENT CONTROL
PROPOSED SWALE TO ACT AS
|
MEASURES (eg. SILT FENCES).
S
Y
DIVERSION DRAIN DURING e. LAND CLEARING AND TOPSOIL STRIPPING.
| Y | Y
CONSTRUCTION.
W
|
S
PROPOSED SWALE TO ACT AS f. CONSTRUCTION OF STORMWATER DRAINAGE FACILITIES.
Y
SW
DIVERSION DRAIN DURING g. LAND SHAPING.
|
>
h. CONSTRUCTION OF ROADS AND ACCESSWAYS,
>
8.25 CONSTRUCTION.
Y
INSTALLATION OF SERVICES.
| Y | Y
|
8
8.0
i. FINAL REHABILITATION AND LANDSCAPING.
Y
j. MAINTENANCE.
W
|
2. ALL SILT FENCES ARE TO BE INSTALLED PARALLEL TO CONTOURS UNLESS
S
Y
> SW
SHOWN OTHERWISE.
Y | Y
>8
|
S
3. SILT FENCES ARE TO BE INSTALLED DOWNHILL AND DIVERSION BANKS
Y.0 |
8.00
UPHILL OF TOPSOIL STOCKPILES.
Y
SILT FENCE, REFER TO 4. TOPSOIL STOCKPILES ARE TO BE MULCHED OR TEMPORARILY VEGETATED IF
|
8.25
W
Y
S12884-CE03 FOR DETAILS.
|
MATERIAL STOCKPILE, LOCATION AND THEY ARE TO REMAIN FOR MORE THAN 30 DAYS.
Y
>
5. MOVEMENT OF CONSTRUCTION EQUIPMENT SHALL BE LIMITED TO THE AREA
|
SIZE TO BE CONFIRMED ON SITE AT
>Y
| Y
|
EACH STAGE OF CONSTRUCTION. OF WORK AND EXISTING ROADS.
S
S
REFER TO S12884-CE02 FOR DETAILS. 6. DISTURBED AREAS ARE TO BE GRASSED FOLLOWING FINAL TRIMMING, AREAS
SILT FENCE, REFER TO
Y | Y
|
ARE TO BE DISTURBED AND RESTORED PROGRESSIVELY.
S12884-CE03 FOR DETAILS.
Y
7. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSPECTED
7.5
W
|
SW
AND RE-INSPECTED AT THE END OF EACH DAY'S WORK DUE TO THE
>
Y
>
|
9
SW 5 POSSIBILITY OF OVERNIGHT RAINS AND IMMEDIATELY PRIOR TO ANY
S
7.7
Y
|
POSSIBLE STORM EVENT.
SW 8. KERB AND/OR SURFACE INLET SEDIMENT TRAPS ARE TO BE PROVIDED AT
EACH DRAINAGE PIT UNTIL ADJACENT DISTURBED AREAS ARE FULLY
S
W
RESTORED.
>
S[C] 9. FILTER ROLLS TO BE PROVIDED AT ALL STORMWATER INLET PITS.
S
10. ANY DIRT/MUD/MATERIALS SPILT OR TRACKED ONTO THE COUNCIL'S ROADS
S[C] IS TO BE BROOMED UP AND COLLECTED - NOT WASHED DOWN INTO THE
STORM WATER DRAINS.
8.0
W
S[C] S[C] 7.50
>
S[C] S[C] S[C] S[C] S[C]
S
S[C] S[C] S[C] S[C] S[C] EROSION & SEDIMENT CONTROL
S[C] TRENCHING OPERATIONS:
W
THE CONTRACTOR SHALL FOLLOW THE PROCEDURES BELOW TO MINIMISE
S[C]
7.0
7.0 S[C] SCOURING OF TRENCHES DURING RAINFALL EVENTS THAT OCCUR THROUGH THE
0
7.25
0
Y || Y
|
SP 163309
7.25 CONSTRUCTION PHASE.
LOT 902
Y
1. OPEN ONLY AS MUCH GROUND AS REQUIRED TO UNDERTAKE THE WORK AT
7.50
|
S[C
] HAND.
Y
|
2. WHEREVER POSSIBLE CONSTRUCT LINES FROM UPSTREAM TO
Y
|
7.50
DOWNSTREAM.
Y
NOTE: S[C
|
] 3. PLACE BEDDING MATERIAL AS SOON AS PRACTICAL AFTER OPENING
Y
7.25
|
REFER TO DRAWING |
Y |
Y |
Y | TRENCH.
Y |
Y |
Y |
Y |
Y |
Y |
Y
S12884-CE01 FOR LEGEND. 4. CLOSE TRENCH AS SOON AS PRACTICABLE AFTER LAYING PIPE.
CONTRACTOR TO SEEK PERMISSION S[C]
FROM LAND OWNER OF LOT 902 ON 5. INSTALL FILTER ROLLS IN TRENCHES AT 10m CENTRES WHENEVER
RP163309 TO ERECT SILT FENCE TRENCHES ARE PROPOSED TO BE LEFT OPEN AND UNATTENDED eg.
OVERNIGHT.
PLAN EROSION STAGING NOTE:
SCALE 1:100 THE EROSION MEASURES SHOWN ON THIS DRAWING ARE TO BE ADJUSTED
THROUGHOUT THE COURSE OF CONSTRUCTION TO SUIT INTERIM STAGING OF THE
BUILDING WORKS. ANY TEMPORARY SITE WORKS SHALL BE MANAGED IN A WAY
NOT TO CAUSE ANY NUISANCE DRAINAGE IMPACTS TO ADJOINING OR
LEGEND DOWNSTREAM PROPERTIES. CONTACT CONSULTING ENGINEER FOR FURTHER
DETAILS AS REQUIRED.
OH[C] EXISTING ELECTRICAL OVERHEAD PROPOSED FILL
SAFE ACCESS NOTE:
T[C] EXISTING TELECOMMUNICATION CONTRACTOR TO CLOSE FOOTPATH AND BARRICADE STABILISED ENTRY/EXIT.
PROVIDE SAFE PEDESTRIAN ACCESS IN ACCORDANCE WITH THE MANUAL FOR
PROPOSED CUT
SW[C] EXISTING STORMWATER DRAINAGE UNIFORM TRAFFIC CONTROL DEVICE.
S[C] EXISTING SEWERAGE MAIN
DEMOLITION NOTE:
EXISTING SEWERAGE MAIN TO BE STABILISED ENTRY/EXIT POINT THE PERSON RESPONSIBLE FOR THE DEMOLITION WORKS SHALL ENSURE THAT
S[C] ALL VEHICLES LEAVING THE SITE CARRYING DEMOLITION MATERIALS HAVE THEIR
DISUSED BY METHOD OF GROUT FILLED
LOADS COVERED AND DO NOT TRACK SOIL OR WASTE MATERIALS ONTO THE
EXISTING SEWERAGE MAIN TO BE ROAD.
S
ABANDONED AND REMOVED SILT FENCE
W[C] EXISTING WATER MAIN
TEMPORARY DIVERSION DRAIN ASBESTOS REMOVAL NOTE:
SHOULD ASBESTOS BE PRESENT, ITS REMOVAL SHALL BE CARRIED OUT IN
10.000 EXISTING MAJOR CONTOURS ACCORDANCE WITH THE NATIONAL OH&S COMMITTEE - CODE OF PRACTICE FOR
PROPOSED ROCK CHECK DAM
SAFE REMOVAL OF ASBESTOS AND ITS CODE OF PRACTICE FOR THE MANAGEMENT
SW PROPOSED STORMWATER DRAINAGE AND CONTROL OF ASBESTOS IN THE WORKPLACE.
PROPOSED INLET SOCK PROTECTION
> PROPOSED SWALE
WORKPLACE HEALTH AND SAFETY NOTE:
ALL WORKS UNDERTAKEN BY THE CONTRACTOR SHALL COMPLY WITH THE
S PROPOSED SEWERAGE MAIN
REQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011.
CONTACT THE NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND
W PROPOSED WATER MAIN SAFETY FOR INFORMATION. PHONE No. 1300 362 128.
PROPOSED BASEMENT OUTLINE
DIAL BEFORE YOU DIG:
- IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 'DIAL BEFORE YOU DIG'
PH.1100 FOR THE LOCATION OF EXISTING PUBLIC UTILITIES PRIOR TO EXCAVATION.
NOOSA Section 5
COUNCIL ANY DAMAGE CAUSED TO EXISTING PUBLIC UTILITIES BY THE CONTRACTOR WILL
BE REPAIRED BY THE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE.
APPROVED PLAN
EXISTING SERVICES NOTE:
OPW21/0103 13 JUL 2021 THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
CONSTRUCTED INFORMATION. NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY
EXISTING SERVICE LOCATIONS AND DEPTHS. IT IS THE CONTRACTORS
RESPONSIBILITY TO UNDERTAKE POT HOLING TO VERIFY THE DESIGN.
NOT FOR CONSTRUCTION SCALE 1:100 (A1)
0 2 4 6m REAL PROPERTY DESCRIPTION
LOT 59 ON RP228906
© MILANOVIC NEALE CONSULTING ENGINEERS
(SCALE BEFORE REDUCTION)
ALL SCALES ARE AS SHOWN (A1)
DO NOT SCALE FROM DRAWING
REV. DESCRIPTION DATE INIT. CONTACT DETAILS CLIENT PROJECT TITLE DRAWN DESIGNED DATE
A FOR CLIENT REVIEW 23.02.21 SM E [email protected] SM SM FEB 2021
B FOR APPROVAL 09.04.21 SM W www.mnce.com.au
C COUNCIL RFI 31.05.21 SM
D COUNCIL RFI RE-ISSUE 25.06.21 SM STORE LOCAL - NOOSAVILLE EROSION AND SEDIMENT CONTROL CHECKED APPROVED
STORELOCAL PTY LTD DH
BRISBANE IPSWICH
STAGE 3 LAYOUT PLAN - SHEET 2 OF 2 DRAWING No. REV.
SYDNEY GOLD COAST
PH No. (07) 3255 1877 PH No. (07) 3281 6603 PH No. 1300 827 901 PH No. 1300 827 901 S12884 - CE02 D
The text continues on section 6.