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24-099 RENE (58) - Fullset [B]
DETAILS PROVIDED BY IECA (2008)
TEMPORARY CONSTRUCTION ENTRY/EXIT RUMBLE GRID NOTES
MATERIALS MAINTENANCE REMOVAL
ROCK: WELL GRADED, HARD, ANGULAR, 4. ENSURE THAT THE INSTALLATION OF 1. INSPECT VIBRATION GRID PRIOR TO 1. THE VIBRATION GRID SHOULD BE
EROSION RESISTANT ROCK, NOMINAL THE VIBRATION GRID HAS ADEQUATE FORECAST RAIN, DAILY DURING REMOVED ONLY AFTER IT IS NO LONGER
DIAMETER OF 50 TO 75mm (SMALL SEDIMENT STORAGE VOLUME UNDER EXTENDED PERIODS OF RAINFALL, NEEDED AS A SEDIMENT CONTROL
DISTURBANCES) OR 100 TO 150mm THE GRID. WHERE NECESSARY, INSTALL AFTER SIGNIFICANT DEVICE.
(LARGE DISTURBANCES). ALL SUITABLE PRECAST SEDIMENT RUNOFF-PRODUCING RAINFALL, OR
ENTRY / EXIT NOTES COLLECTION CHAMBERS. OTHERWISE AT FORTNIGHTLY 2. REMOVE MATERIALS AND COLLECTED
1. TEMP CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP. REASONABLE MEASURES MUST BE
TAKEN TO OBTAIN ROCK OF NEAR INTERVALS. SEDIMENT AND DISPOSE OF IN A
1.a. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY
FROM ENTRY/EXIT. UNIFORM SIZE. 5. PLACE A ROCK PAD/RAMP FORMING A SUITABLE MANNER THAT WILL NOT
1.b. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING MINIMUM 200mm THICK LAYER OF CLEAN, 2. IF SAND, SOIL, SEDIMENT OR MUD IS CAUSE AN EROSION OR POLLUTION
WET WEATHER. FOOTPATH STABILISING AGGREGATE: 25 OPEN-VOID ROCK OVER THE ROADWAY TRACKED OR WASHED ONTO THE HAZARD.
2. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES, TO 50mm GRAVEL OR AGGREGATE. BETWEEN THE VIBRATION GRID AND THE ADJACENT SEALED ROADWAY, THEN
INCORPORATE TRAFFIC CONTROL DEVICES TO THE SATISFACTION SEALED STREET TO PREVENT TYRES SUCH MATERIAL MUST BE PHYSICALLY 3. RE-GRADE AND STABILISE THE
OF THE SUPERINTENDENT. GEOTEXTILE FABRIC: HEAVY-DUTY, FROM PICKING UP MORE SOIL AFTER REMOVED, FIRST USING A DISTURBED GROUND AS NECESSARY TO
3. ALL DIMENSIONS IN MILLIMETRES UNLESS INDICATED OTHERWISE. NEEDLE-PUNCHED, NON-WOVEN FILTER THEY HAVE BEEN CLEANED. SQUARE-EDGED SHOVEL, AND THEN A MINIMISE THE EROSION HAZARD.
CLOTH (’BIDIM’ A24 OR EQUIVALENT). STIFF-BRISTLED BROOM, AND THEN BY A
RUNOFF DIVERSION BUND INCORPORATED
INTO THE PAD WHEN THE ENTRY/EXIT POINT IS 6. THE TOTAL LENGTH OF THE VIBRATION MECHANICAL VACUUM UNIT, IF
H3
.0mM
IN
15.
0m
LOCATED DOWN SLOPE OF THE SOIL INSTALLATION GRID AND ROCK RAMPS SHOULD BE AT AVAILABLE.
DT DISTURBANCE. BERM (300mm MIN. HEIGHT) LEAST 15m WHERE PRACTICABLE, AND
WI MIN
IMU 1. REFER TO APPROVED PLANS FOR AS WIDE AS THE FULL WIDTH OF THE 3. IF NECESSARY FOR SAFETY REASONS,
M
NT LOCATION AND DIMENSIONAL DETAILS. IF ENTRY OR EXIT AND AT LEAST 3m. THE THE ROADWAY SHALL ONLY BE WASHED
ME
200mm
N
LIG THERE ARE QUESTIONS OR PROBLEMS
MIN.
TY
A ROCK RAMP SHOULD COMMENCE AT THE CLEAN AFTER ALL REASONABLE
ER WITH THE LOCATION, DIMENSIONS, OR
PR
OP EDGE OF THE OFF-SITE SEALED ROAD EFFORTS HAVE BEEN TAKEN TO SHOVEL
GEOTEXTILE FABRIC,
METHOD OF INSTALLATION, CONTACT OR PAVEMENT. AND SWEEP THE MATERIAL FROM THE
BIDIM U34 OR SIMILAR . THE ENGINEER OR RESPONSIBLE ROADWAY.
m MIN
3.0 NN
E L ON-SITE OFFICER FOR ASSISTANCE. 7. FLARE THE END OF THE ROCK PAD
HA
RUNOFF FROM PAD &C WHERE IT MEETS THE PAVEMENT SO 4. WHEN THE VOIDS BETWEEN THE ROCK
RB
DIRECTED TO SEDIMENT TRAP KE 2. CLEAR THE LOCATION OF THE THAT THE WHEELS OF TURNING BECOMES FILLED WITH MATERIAL AND
UNBOUND PAVEMENT MATERIAL (GRAVEL) AY VIBRATION GRID, REMOVING STUMPS, VEHICLES DO NOT TRAVEL OVER THE EFFECTIVENESS OF THE ROCK
A DW
UNIFORMLY-SIZED CRUSHED ROCK RO ROOTS AND OTHER VEGETATION TO
EW UNPROTECTED SOIL. RAMPS ARE REDUCED TO A POINT
RN
(AVOID ROCK <40mm AND 75 TO 100mm)
ING
,O PROVIDE A FIRM FOUNDATION SO THAT WHERE SEDIMENT IS BEING TRACKED
IST THE ROCK IS NOT PRESSED INTO SOFT
EX 8. IF THE FOOTPATH IS OPEN TO OFF THE SITE, A NEW 100mm LAYER OF
ENSURE VERGE IS PEDESTRIAN
SAFE DURING WORKS OR
GROUND. CLEAR SUFFICIENT WIDTH TO PEDESTRIAN MOVEMENT, THEN COVER ROCK MUST BE ADDED AND/OR THE
DIVERSION ARE IMPLEMENTED ALLOW PASSAGE OF LARGE VEHICLES, THE COARSE ROCK WITH FINE ROCK PAD MUST BE EXTENDED.
BUT CLEAR ONLY THAT NECESSARY FOR AGGREGATE OR GRAVEL, OR
TEMPORARY CONSTRUCTION ENTRY / EXIT THE EXIT. DO NOT CLEAR ADJACENT OTHERWISE TAKE WHATEVER MEASURES 5. ENSURE ANY ASSOCIATED DRAINAGE
AREAS UNTIL THE REQUIRED EROSION ARE NEEDED TO MAKE THE AREA SAFE CONTROL MEASURES ARE MAINTAINED
SEDIMENT TRAP AND SEDIMENT CONTROL DEVICES ARE IN ACCORDANCE WITH THEIR DESIRED
IN PLACE. OPERATIONAL CONDITION.
3. GRADE THE LOCATION OF THE 6. DISPOSE OF SEDIMENT AND DEBRIS IN
VIBRATION GRID SO THAT RUNOFF FROM A MANNER THAT WILL NOT CREATE AN
THE UNIT WILL NOT FLOW INTO THE EROSION OR POLLUTION HAZARD.
STREET, BUT WILL FLOW TOWARDS AN
APPROPRIATE SEDIMENT-TRAPPING
DEVICE.
ISSUE FOR APPROVAL
AMENDMENTS Associated Consultant: Surveyor: RP Description: North: Client: Scale:
No. DATE DESCRIPTION DRAWN No. DATE DESCRIPTION DRAWN
E.J. GRECH & ASSOCIATES PTY LTD CRUC SURVEYS LOT 58 E.J. GRECH & ASSOCIATES PTY. LTD. N.T.S.
A 28.08.2024 PRELIMINARY ISSUE NP Plan Ref.: 1729_TP RP228905
APPROVAL
Project: Job No.
B 14.10.2024 ISSUE FOR APPROVAL JB Level Datum: Size of Land: Orig. Drg. Size
RL
2863m²
PROPOSED WAREHOUSE AND TRADE HUB DEVELOPMENT 24-099
T 1300 598 544
Approved: GREGG TYQUIN Drawn: Design: IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMER E [email protected] 58 RENE STREET Drawing No.
NP NP
While every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the data
supplied by local authorities, dial before you dig (dbyd) records, as constructed information Level 1, Suite B
NOOSAVILLE, QLD 4566 C211
and detailed survey, we make no representations or warranties about its accuracy, reliability, 557 Gregory Terrace, Fortitude Valley Qld 4006
completeness or suitability for any particular purpose and disclaim all responsibility and all PO Box 224, Spring Hill QLD 4004 Title: Revision:
Checked: Supervisor:
liability (including without limitation, liability in negligence) for all expenses, losses, damages EROSION AND SEDIMENT CONTROL SHAKE
RPEQ. 1528 Date: 14.10.2024 GT GF (including indirect or consequential damage) and costs which may be incurred as a result of NAXOSENGINEERS.COM.AU B
data being inaccurate or incomplete in any way and for any reason.
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