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20210041 Bottlebrush Ave Op Works
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
OP WORKS
ISSUE
CP
BUP13648
TURF STRIP
PROVIDE 600MM WIDE GRASS FILTER
STRIP BEHIND KERB DOWNSTREAM OF
DISTURBED EARTH IN VERGE PROVIDE CONSTRUCTION
SHAKEDOWN ENTRY AS PER SEDIMENT FENCE
PROVIDE CATCH DRAIN TO UPSTREAM //
N
NSC STD DWG ESC-01
PROPERTY BOUNDARY FOR FLOW
31.75 DIVERSION
30.68
KERB INLET FILTER
//
33.67
//
//
// // // // // // //
// // // // // // // // // // // // // // // // // // // // // // // // //
// // // // // // // // // // //
34.38
//
CONSTRUCTION ENTRY
//
35.00
//
bottlebrush avenue 32.63
//
34.5
33.5
35
32.5
34
30.5
31.5
29.5
33
29.5
32
30
31
//
//
35.02 CATCH DRAIN
//
//
//
35.11
//
30.75
//
138
//
//
//
//
127
RP88934
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31.70
//
RP88934
//
30.93
//
//
33.69
//
//
//
35.13
//
35.11
//
35.08
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32.05 33.46
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29.68 30.99
//
SW GRATE
//
30.5
31.5 33 33 33.93
30
34.41
31
32.5
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31
32
32.59 .5
34
34
35
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36.
34.99
36
.5
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5
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30.98 35.85
PROVIDE SEDIMENT FENCE TO PROVIDE FABRIC WRAP INLET STORMWATER DRAINAGE TO BE
PROVIDE KERB INLET FILTER AS
DOWNSTREAM BOUNDARY AS PER PROTECTION TO PITS DURING INSTALLED FOR FLOW DIVERSION.
PER NSC STD DWG ESC-03 1
NSC STD DWG ESC-04 & ESC-05 CONSTRUCTION WORKS AS PER REFER ROADS AND DRAINAGE
NSC STD DWG ESC-02 LAYOUT FOR DETAIL GTP2033
CP
GTP2033
25/02/2022
EA ID: 2557785
RPEQ: 26443
DO NOT SCALE, IF IN DOUBT ASK!
SEDIMENT RELEASE GUIDELINES ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL PLANS. (IECA) BEST PRACTICES STANDARD DRAWING ESC-03 KERB INLET
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF SEDIMENT TRAPS
1. ALL RELEASES OF STORMWATER CAPTURED ONSITE, UNLESS ACCORDANCE WITH INTERNATIONAL EROSION CONTROL DEEMED NECESSARY AND RELEVANT.
OTHERWISE NOTED IN THIS STANDARD, MUST NOT EXCEED THE ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE REVEGETATION B 22/02/22 UPDATE FOR RFI BRP NW
FOLLOWING LIMITS: SPECIFICATIONS. 9. OVERALL 13. FOR REVEGETATION STANDARD SPECIFICATION REFER TO A 01/12/21 ISSUED FOR OPW BRP MVP
1.1. 50mg/L OF TOTAL SUSPENDED SOLIDS (TSS) AS A MAXIMUM 2. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MINIMUM a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA Rev Date Description By Chk
CONCENTRATION; REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO AROUND THE WORK SITE WHERE POSSIBLE. (IECA) BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION REPORTING
1.2. TURBIDITY (NTU) VALUE LESS THAN 10% ABOVE BACKGROUND; INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE GENERAL. 18. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC
1.3. pH VALUE MUST BE IN THE RANGE 6.5 TO 8.5 EXCEPT WHERE, THROUGHOUT CONSTRUCTION. INSTALLED AND BE OPERATIONAL BEFORE COMMENCING MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR
AND TO THE EXTENT THAT, THE NATURAL RECEIVING WATERS 3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT UP-SLOPE EARTHWORKS. FIELD INLET APPROVAL BY THE SUPERINTENDENT.
LIE OUTSIDE THIS RANGE. CONTROL DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, 14. FOR FIELD INLET STANDARD DETAIL AND SPECIFICATION REFER TO
2. THE CONCENTRATION OF TSS RELEASED BY DEWATERING MAY ONLY BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA MAINTENANCE SCHEDULE
EXCEED 50mg/L WHERE IT CAN BE DEMONSTRATED AND SUPPORTED MAINTENANCE OF WORKS. EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE (IECA) BEST PRACTICES STANDARD DRAWING ESC-02 GRATED TIMEFRAME FOR COMPLETION
THROUGH DOCUMENTATION THAT: 4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS. STORMWATER (FIELD) INLET SEDIMENT TRAP.
ESC MEASURES MAINTENANCE TRIGGER
OF MAINTENANCE [email protected]
2.1. FURTHER SIGNIFICANT RAINFALL IS FORECAST TO OCCUR SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETED AND SEDIMENT BASISIN WHEN SETTLED SEDIMENT EXCEEDS THE WITHIN 7 DAYS OF THE
BEFORE THE TSS CONCENTRATION IS LIKELY TO BE REDUCED EFFECTIVE PRIOR TO: SEDIMENT FENCE VOLUME OF THE SEDIMENT STORAGE INSPECTION 37 MARY ST NOOSAVILLE, QLD
OPERATION AND MAINTENANCE ZONE (SEE COUNCIL'S SEDIMENT BASIN
TO 50mg/L; a. STRIPPING OF TOPSOIL AND GRASS. 10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER 15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES DESIGN GUIDELINES 07 5211 1003
2.2. RELEASING A HIGHER CONCENTRATION OF TOTAL SUSPENDED b. BULK EARTHWORKS TO THE SITE. TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA SHALL BE INSPECTED: Client
SOLIDS WILL RESULT IN A BETTER ENVIRONMENTAL OUTCOME c. SERVICES INSTALLATION. (IECA) BEST PRACTICES STANDARD DRAWINGS SF-01 AND SF-02 · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR
OTHER ESC MEASURES THE CAPACITY OF ESC MEASURES IS
EXCEEDED
BY THE END OF THE DAY
NOVATO GROUP
BY PROVIDING STORAGE FOR THE CAPTURE AND TREATMENT d. PAVEMENT CONSTRUCTION SEDIMENT FENCE. WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE) Project Name
OF RUN-OFF FROM THE IMMINENT RAINFALL AND RUN-OFF. 5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE · WITHIN 24 HOURS OF EXPECTED RAIN; AND 27 BOTTLEBRUSH AVE
2.3. ALL REASONABLE AND PRACTICABLE STEPS HAVE BEEN TAKEN UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM THE TEMPORARY CONSTRUCTION ENTRY/EXIT · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF
TO TREAT THE WATER WITHIN BEST-PRACTICE TIME FRAMES; SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL 11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND
NOOSA HEADS
SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT ON
2.4. FLOCCULENT HAS BEEN APPROPRIATELY APPLIED AND THE APPLICATIONS. SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL SITE).
CONCENTRATION OF TSS IN THE CAPTURED WATER HAS 6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD 17. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC
SHALL BE READ IN CONJUNCTION WITH THE APPROVED DRAWINGS. SEDIMENT AND EROSION CONTROL: Title
ALREADY SIGNIFICANTLY DECREASED. DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD MEASURES SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED EROSION AND SEDIMENT CONTROL PLAN
3. FOR ALL OTHER STORMWATER RELEASES, FLOWS AND DISCHARGES 7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE (CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDING TABLE: SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE
FROM THE SITE, THE RELEASE LIMIT PRESCRIBED IN (1a) ABOVE MUST OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION OF THE SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION WITH IECA AND NOOSA SHIRE COUNCIL POLICIES AND
NOT BE EXCEEDED UNLESS THE DEVELOPMENT IS IN FULL SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE GRID. GUIDELINES
COMPLIANCE WITH THIS STANDARD. MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.
8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO KERB INLET
BE DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION IS TO BE 12. FOR KERB INLET STANDARD DETAIL AND SPECIFICATION REFER TO Project No. Discipline Status
SEDIMENT CONTROL UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA 20210041 CIVIL OPW
Designed By Drawn By Scale
(at
BRP BRP 1:100 A1)
Drawing No. Revision
C10 B
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