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20210008 - 9 Bottlebrush Ave Civil Plans RevB
Attached to the e-mail Response to RFI - 9 Bottlebrush Avenue Noosa Heads - MCU21/0133.
Plans and drawings
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Log in to see the plans as drawn OP WORKS
ISSUE
LEGEND
CONSTRUCTION ENTRY/EXIT
PROVIDE FABRIC WRAP INLET SHAKEDOWN AREA
PROVIDE SANDBAGS TO
PROTECTION TO PITS DURING STORMWATER DRAINAGE TO CONTROL FLOW OF CATCH
KERB INBLET SEDIMENT TRAP TO BE SEDIMENT FENCE
CONSTRUCTION WORKS AS BE INSTALLED FOR FLOW DIVERSION. DRAIN RUN-OFF TO PIT
INSTALLED AT DOWNSTREAM KERB (INDICATIVE LOCATION)
PER NSC STD DWG ESC-02 REFER ROADS AND DRAINAGE LAYOUT.
INLET AS PER NSC STD DWG ESC-03
CATCH DRAIN
STORMWATER PIPE
STORMWATER PIT
SANDBAG PLACEMENT
PROVIDE TURFED CATCH DRAIN TO DIVERT UPSTREAM
CONSTRUCTION SITE ENTRY
RUN-OFF TO STORMWATER DRAINAGE. REFER ROADS AND
ROCK SHAKEDOWN AREA
DRAINAGE LAYOUT PLAN
SEDIMENT RELEASE GUIDELINES UNLESS THE DEVELOPMENT IS IN FULL COMPLIANCE WITH APPROVED DRAWINGS. TEMPORARY CONSTRUCTION ENTRY/EXIT · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE)
THIS STANDARD. 7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL 11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
1. ALL RELEASES OF STORMWATER CAPTURED ONSITE, IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE SPECIFICATION REFER TO INTERNATIONAL EROSION · WITHIN 24 HOURS OF EXPECTED RAIN; AND
UNLESS OTHERWISE NOTED IN THIS STANDARD, MUST NOT LOCATION OF THE SITE ACCESS POINT AND WASH DOWN CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT
AREA WHICH ARE TO BE MAINTAINED THROUGHOUT THE PRACTICES STANDARD DRAWINGS EXIT-01 AND EXIT-02 OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE 08/07/21 ISSUED FOR OPW - BRP
EXCEED THE FOLLOWING LIMITS: SEDIMENT CONTROL
1.1. 50mg/L OF TOTAL SUSPENDED SOLIDS (TSS) AS A CONSTRUCTION PERIOD. CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES SEDIMENT ON SITE). DATE REVISION MARK CHK
MAXIMUM CONCENTRATION; 8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN ONLY), EXIT-03 - ROCK PADS FOR BUILDING SITES AND 17. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE PROJECT ENGINEER
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE FOUND TO BE DIFFERENT OR FAILED IN SERVICE, OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH
1.2. TURBIDITY (NTU) VALUE LESS THAN 10% ABOVE EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION
IN ACCORDANCE WITH INTERNATIONAL EROSION CONTROL CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY THE FOLLOWING TABLE:
BACKGROUND; GRID.
ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE
1.3. pH VALUE MUST BE IN THE RANGE 6.5 TO 8.5 EXCEPT SPECIFICATIONS.
WHERE, AND TO THE EXTENT THAT, THE NATURAL ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH KERB INLET
2. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT,
RECEIVING WATERS LIE OUTSIDE THIS RANGE. MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS 12. FOR KERB INLET STANDARD DETAIL AND SPECIFICATION MAINTENANCE SCHEDULE
2. THE CONCENTRATION OF TSS RELEASED BY DEWATERING IF DEEMED NECESSARY AND RELEVANT. REFER TO INTERNATIONAL EROSION CONTROL TIMEFRAME FOR
RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL ESC MEASURES MAINTENANCE TRIGGER COMPLETION
MAY ONLY EXCEED 50mg/L WHERE IT CAN BE MEASURES AS DEEMED NECESSARY THROUGHOUT ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES OF MAINTENANCE
DEMONSTRATED AND SUPPORTED THROUGH 9. OVERALL STANDARD DRAWING ESC-03 KERB INLET SEDIMENT TRAPS SEDIMENT BASISIN WHEN SETTLED SEDIMENT EXCEEDS WITHIN 7 DAYS OF THE
CONSTRUCTION. a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE THE VOLUME OF THE SEDIMENT INSPECTION E [email protected]
DOCUMENTATION THAT: 3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL STORAGE ZONE (SEE COUNCIL'S
2.1. FURTHER SIGNIFICANT RAINFALL IS FORECAST TO DIVERTED AROUND THE WORK SITE WHERE POSSIBLE. REVEGETATION SEDIMENT BASIN DESIGN A 37 MARY ST NOOSAVILLE, QLD
SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS GUIDELINES
OCCUR BEFORE THE TSS CONCENTRATION IS LIKELY AND REPLACE ALL BLOCKED SEDIMENT DEVICES AS 13. FOR REVEGETATION STANDARD SPECIFICATION REFER TO OTHER ESC THE CAPACITY OF ESC MEASURES BY THE END OF THE DAY P +61 7 5211 1003
TO BE REDUCED TO 50mg/L; TO BE INSTALLED AND BE OPERATIONAL BEFORE INTERNATIONAL EROSION CONTROL ASSOCIATION MEASURES FALLS BELOW
REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF COMMENCING UP-SLOPE EARTHWORKS.
2.2. RELEASING A HIGHER CONCENTRATION OF TOTAL AUSTRALASIA (IECA) BEST PRACTICES STANDARD CLIENT
WORKS. c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE
SUSPENDED SOLIDS WILL RESULT IN A BETTER DRAWING R-01 REVEGETATION GENERAL.
ENVIRONMENTAL OUTCOME BY PROVIDING STORAGE
4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES CONTROLLED, EXPOSED SURFACES TO BE EITHER REPORTING NOVATO GROUP
TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL MULCHED, COVERED WITH EROSION CONTROL 18. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF
FOR THE CAPTURE AND TREATMENT OF RUN-OFF BE COMPLETED AND EFFECTIVE PRIOR TO: FIELD INLET PROJECT
FROM THE IMMINENT RAINFALL AND RUN-OFF. BLANKETS OR TURFED IF EARTHWORKS ARE ESC MAINTENANCE AND CONTROL OF ALL STAGES OF
2.3. ALL REASONABLE AND PRACTICABLE STEPS HAVE
a. STRIPPING OF TOPSOIL AND GRASS. EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.
14. FOR FIELD INLET STANDARD DETAIL AND SPECIFICATION
WORK FOR APPROVAL BY THE SUPERINTENDENT. UNIT DEVELOPMENT
b. BULK EARTHWORKS TO THE SITE. REFER TO INTERNATIONAL EROSION CONTROL
BEEN TAKEN TO TREAT THE WATER WITHIN c. SERVICES INSTALLATION.
SEDIMENT FENCE
ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES 9 BOTTLEBRUSH AVENUE
BEST-PRACTICE TIME FRAMES; d. PAVEMENT CONSTRUCTION STANDARD DRAWING ESC-02 GRATED STORMWATER
2.4. FLOCCULENT HAS BEEN APPROPRIATELY APPLIED 5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN
10. FOR SEDIMENT FENCE STANDARD DETAIL AND (FIELD) INLET SEDIMENT TRAP.
NOOSA HEADS
AND THE CONCENTRATION OF TSS IN THE CAPTURED SPECIFICATION REFER TO INTERNATIONAL EROSION TITLE
IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING
WATER HAS ALREADY SIGNIFICANTLY DECREASED. CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
FROM THE SUPERINTENDENT TO REMOVE ALL OR PART OF OPERATION AND MAINTENANCE
3. FOR ALL OTHER STORMWATER RELEASES, FLOWS AND THE SILT CONTROL APPLICATIONS.
PRACTICES STANDARD DRAWINGS SF-01 AND SF-02
SEDIMENT FENCE.
15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC EROSION AND SEDIMENT
DISCHARGES FROM THE SITE, THE RELEASE LIMIT 6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT MEASURES SHALL BE INSPECTED:
PRESCRIBED IN (1a) ABOVE MUST NOT BE EXCEEDED PLAN SHALL BE READ IN CONJUNCTION WITH THE
CONTROL PLAN
SEDIMENT AND EROSION CONTROL:
CONTRACTOR TO ALLOW FOR PROVISION OF ALL
REQUIRED SEDIMENT AND EROSION CONTROL PROJECT NO. DRAWING NO. STATUS
DEVICES IN ACCORDANCE WITH IECA AND NOOSA
SHIRE COUNCIL POLICIES AND GUIDELINES
20210008 C10 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP 1:150 A
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