Original source · versioned page text
Attachment E Stormwater Sediment Control plan
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn DEMOLITION
DEMOLISH OR RELOCATE OFF SITE ALL EXISTING BUILDINGS
AND/OR STRUCTURES ON SITE AND DISCONNECT AND
WHERE REQUIRED CAP ALL ASSOCIATED SERVICES IN
ACCORDANCE WITH A PLUMBING AND DRAINAGE
APPLICATION PRIOR TO DEMOLITION COMMENCING.
CLEARING
THE CONTRACTOR SHALL REMOVE ALL EXISTING WARNING!
VEGETATION WITHIN THE SITE IN ACCORDANCE WITH BEWARE OF UNDERGROUND SERVICES.
THE APPROVED TREE RETENTION PLAN IF SPECIFIED. POSITION OF EXISTING UNDERGROUND SERVICES SHOWN
IS APPROXIMATE ONLY. EXACT POSITION SHALL BE
PROVEN ON SITE BY THE CONTRACTOR PRIOR TO
SETTING OUT COMMENCEMENT OF CONSTRUCTION
DESIGN FINISHED SURFACE LEVELS OF STRUCTURES ARE FOR
THE CONTRACTOR'S GUIDANCE ONLY. ACTUAL FINISHED LEVELS
SHALL BE SET OUT AS DIRECTED ON-SITE IN KEEPING WITH THE LOCATION OF SERVICES
REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL AUTHORITY PRIOR TO COMMENCEMENT OF NEW WORK THE
AND ACTUAL FINISHED GROUND LEVELS.
CONTRACTOR SHALL CONFIRM LOCATIONS, LEVELS AND
DETAILS OF EXISTING CONNECTION POINTS AND SERVICE
CROSSINGS BY POT HOLING. IF A VARIATION OCCURS
INSTALL OUTLET WEIRS WITH CONTACT THE ENGINEER PRIOR TO CONSTRUCTION.
PA LEVEL SPREADER OUTLET ON
RK SEDIMENT FENCING
CR PROTECTION OF SERVICES
ES THE CONTRACTOR SHALL CONTACT THE RELEVANT
CE AUTHORITIES AND ARRANGE FOR RELOCATION AND / OR
NT INSTALL FLEXIBLE PIPE CHUTES AS PROTECTION OF EXISTING SERVICES AS REQUIRED TO SUIT
REQUIRED ON SIDE BOUNDARIES. SURROUNDING NEW WORK, CONSTRUCTION LOADINGS AND
TO SUIT FINAL FINISHED SURFACE LEVELS AND GRADES.
INSTALL DIVERSION DRAINS/ BANKS TO DIVERT CLEAN
WATER DURING BASEMENT STAGE CONSTRUCTION.
IMPLEMENT SIMILAR ARRANGEMENT DURING LOWER
LEVEL CONSTRUCTION
VERGE TURFING TO BE
REINSTATED FOLLOWING WORKS
INSTALL ROCK FILTER DAM AT LOW
INSTALL FLEXIBLE PIPE CHUTES AS POINT OF SITE WORKS AREA
INSTALL SAND BAGGING
REQUIRED ON SIDE BOUNDARIES.
MITIGATION TO SITE FRONTAGE
T
CEN
RES
KC
PAR
Filename: X:\200849 PROPOSED RESIDENTIAL DWELLING - 20 PARK CRESCENT, SUNSHINE BEACH\3.0 CAD\DRAWINGS\200849-C-00001.DWG
PROPOSED LEGEND EXISTING LEGEND DESIGN NOTE:
NOTES: EARTHWORKS CUT EXISTING PROPERTY BOUNDARY OVERALL CONCEPTUAL EROSION AND SEDIMENT CONTROL
EXISTING SEWER STRATEGY ONLY. DETAILED WORKING DRAWINGS TO BE UPDATED
1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT
EARTHWORKS FILL THROUGHOUT CONSTRUCTION PERIOD BASED ON STAGING OF
DOCUMENTATION, SPECIFICATIONS AND STANDARD DRAWINGS. EXISTING U/G TELECOM WORKS. CIVIL CONTRACTOR IS RESPONSIBLE FOR OVERALL DESIGN
2. DIMENSIONS IN METRES UNLESS NOTED OTHERWISE (U.N.O). DO NOT EXISTING O/H ELECTRICITY AND IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL PLAN.
SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY. TEMPORARY CONSTRUCTION ENTRY / EXIT & SHAKE DOWN AREA
REFER STD DRG IPWEA DS-040 EXISTING WATER DBYD
5. FOR EROSION AND SEDIMENT CONTROL NOTES AND DETAILS REFER
DRG 200849-C-00002. TEMPORARY ROCK FILTER DAM EXISTING STORMWATER DBYD
REFER DRG 200849-C-00002
6. CUT & FILL EXTENTS APPROX. ONLY BASED ON BUILDING DESIGN EXISTING FENCE
SECTIONS. TEMPORARY CHECK DAM OR SANDBAGGING (AS APPROPRIATE)
Last Plotted: 2021-02-18
REFER STD DRG IPWEA DS-041 EXISTING CONTOUR MAJOR
7. EROSION & SEDIMENT CONTROL TO BE AMENDED ACCORDINGLY TO EXISTING CONTOUR MINOR
SUIT STAGED CONSTRUCTION WHILST MEETING MINIMUM IECA BEST TEMPORARY SEDIMENT CONTROL FENCE - REFER STD DRG IPWEA DS-040
PRACTICES. TEMPORARY DIVERSION BUND - REFER DRG 200849-C-00002 SURVEY DATA
8. EXTERNAL CONTOURS AND DIGITAL CADASTRAL DATABASE BOUNDARY FLOW DIRECTION SURVEYED BY 'LIVINSTONE GROUP' DATED
(DCDB) INFORMATION SOURCED FROM QSPATIAL, FEB 2021. 07/07/2020. PLAN REFERENCE 7376-01.
Last saved by: GRANT(2021-02-18)
ARCHITECT
REFER 'TEELAND ARCHITECTS' DESIGN
DRAWINGS & DOCUMENTS.
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn GM Drawing No. Rev No.
J & S DOUGLAS 20 PARK CRESCENT CIVIL
0 2.5 5 Vert. Datum SUNSHINE BEACH, QLD, 4567 Design GM EROSION & SEDIMENT CONTROL LAYOUT
A1 1:100
m
AHD
PROPOSED RESIDENTIAL DWELLING Check LS
200849-C-00001 A
RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL Approved Signed
A FOR APPROVAL 17.02.21 LS PSM44270 COPYRIGHT © All rights reserved. Sheet
Rev Revision Description Date Approved RL 29.925
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
Date 17.02.21 L.SWANN
RPEQ 21223
Status NOT FOR CONSTRUCTION
Size A1
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 1 page
Page 2
0.80
INSTALL 2 x 400mm MINIMUM WIDE ROLL
OF TURF ON THE VERGE ADJACENT KERB
TO MATCH TOP OF KERB LEVEL
BACK OF KERB
1.00
KERB & CHANNEL
RETURN TURF STRIPS EVERY
5m TO PREVENT SCOUR
INSTALL 2 x 400mm
MINIMUM WIDE ROLL
OF TURF RETURNS
EROSION AND SEDIMENT CONTROL NOTES:
GENERAL: SEDIMENT FENCE:
1. TO BE READ IN CONJUNCTION WITH 'SEDIMENT CONTROL DEVICES', REFER 1. NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW.
STD DRG IPWEA DS-040 & DS-041. 2. NORMALLY LOCATED ALONG THE CONTOUR WITH A MAXIMUM CATCHMENT
2. TEMPORARY DRAINAGE CONTROL FLOW SHOULD BE DIVERTED AROUND AREA 0.6Ha PER 100m LENGTH OF FENCE
THE WORK SITE WHERE POSSIBLE. 3. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS MAY BE USED ON
3. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND
BE OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS.
SMALL WORK SITES, I.E. OPERATIONAL PERIOD LESS THAN 6 MONTHS OR
ON SITES WHERE SIGNIFICANT SEDIMENT RUNOFF IS NOT EXPECTED
TURF FILTER STRIP DETAIL
SCALE 1:20
4. CONTROL MEASURES TO BE INSPECTED AT LEAST WEEKLY AND AFTER 4. WHERE FENCES NEED TO BE LOCATED ACROSS THE CONTOUR THE
SIGNIFICANT RUNOFF PRODUCING STORMS. LAYOUT SHALL CONFORM TO 'TYPICAL LAYOUT' ACROSS GRADE.
5. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED 5. FENCES ARE REQUIRED 2m MIN. FROM TOE OF CUT OR FILL BATTERS,
SURFACES TO BE EITHER MULCHED, COVERED WITH EROSION CONTROL WHERE NOT PRACTICAL ONE FENCE CAN BE AT THE TOE WITH A SECOND
BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED FENCE 1m MIN AWAY. FENCE SHOULD NOT BE LOCATED PARALLEL WITH STABILISE STOCKPILE SURFACE
FOR MORE THAN I4 DAYS. TOE IF CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE
6. CONTROL MEASURES MAY BE REMOVED WHEN ON-SITE EROSION IS TEMPORARY CONSTRUCTION ENTRY / EXIT:
CONTROLLED AND 70% PERMANENT SOIL COVERAGE IS OBTAINED OVER
ALL UPSTREAM DISTURBED LAND. 1. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY FROM
ENTRY/EXIT.
7. STRAW BALE SEDIMENT TRAPS ARE TO BE SECONDARY OPTION WHICH EARTH BANK FOR UPSTREAM
2.5 MAX
GENERALLY SHOULD NOT BE USED IF OTHER OPTIONS ARE AVAILABLE. 2. WHEEL-WASH OR SPRAY UNIT MAY BE REQUIRED DURING WET WEATHER. APPROACH FLOWS SEDIMENT
STANDARD SPECIFICATIONS: 1 FENCING
SEDIMENT CONTROL: 1
FLOW DIRECTION 2
1. ALL SEDIMENT & EROSION CONTROL MEASURES TO BE IN ACCORDANCE DRAWING TO BE READ IN CONJUNCTION WITH INTERNATIONAL EROSION GROUND LEVEL 2
WITH INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA) AUSTRALIA CONTROL ASSOCIATION (IECA) AUSTRALASIA BEST PRACTICES STANDARD
GUIDELINES AND THE SPECIFICATIONS. THE BASIC PRINCIPLES ARE TO: DRAWINGS & SPECIFICATIONS:
· MINIMISE THE AREA OF DISTURBANCE; EXIT-01 - CONSTRUCTION EXIT - ROCK PAD
· CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS EXIT-02 - CONSTRUCTION EXIT - ROCK PAD
FROM SITE; EXIT-03 - ROCK PADS FOR BUILDING SITES
· MINIMISE EROSION; CD-01 - CATCH DRAINS
TYPICAL STOCKPILE DETAIL
SCALE 1:20
· MINIMISE SEDIMENTATION; CD-02 - CATCH DRAINS - EARTH LINED
· PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE RCD-01 - CHECK DAMS
2. SEDIMENT & EROSION CONTROL DETAILS SHOWN ARE MINIMUM FF-01 - FILTER FENCE
REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL SPILL THROUGH
SF-01 - SEDIMENT FENCE SEDIMENT FENCE IN ACCORDANCE
WEIR IF REQUIRED 2m NOM; 3m MAX
ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY THROUGHOUT WITH STD DRG IPWEA DS-040
CONSTRUCTION. SF-02 - SEDIMENT FENCE 2.00 1.00 0.30
3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL ESC-02 - GRATED STORMWATER (FIELD) INLET SEDIMENT TRAP
FLOW DIRECTION GROUND LEVEL
DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL BLOCKED SEDIMENT
0.60
ESC-03 - KERB INLET SEDIMENT TRAPS
DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF WORKS.
R-01 - RENEGOTIATION - GENERAL 1
4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE 1
0.30
1 2
SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETED AND 2
0.60
EFFECTIVE PRIOR TO: 6
0.20
a. STRIPPING OF TOPSOIL AND GRASS. EARTH BANK FOR UPSTREAM
b. BULK EARTHWORKS TO THE SITE. GROUND LEVEL APPROACH FLOWS
FENCE STAKES
c. SERVICES INSTALLATION.
d. PAVEMENT CONSTRUCTION. SEDIMENT FENCE AND WEIR DIVERSION/ CUT-OFF DRAIN DETAILS
Filename: X:\200849 PROPOSED RESIDENTIAL DWELLING - 20 PARK CRESCENT, SUNSHINE BEACH\3.0 CAD\DRAWINGS\200849-C-00002.DWG
6. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL SCALE 1:20 SCALE 1:20
INSTRUCTION IS RECEIVED IN WRITING FROM THE SUPERINTENDENT TO
REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS.
7. BOTH TEMPORARY AND PERMANENT SEDIMENT MANAGEMENT/EROSION
CONTROL DEVICES SHALL BE MAINTAINED AT A SUITABLE LEVEL/CONDITION FORM U-SHAPED CREST TO ENSURE
THROUGHOUT CONSTRUCTION TO THE SATISFACTION OF THE OVER-TOPPING AT CENTRE OF DAM 0.50 LOOSE ROCK
SUPERINTENDENT. SEDIMENT FENCES ARE TO BE CLEANED OUT WHEN PROTECTION, D50=150mm
CAPACITY IS REDUCED BY 30%.
0.40 NOM
8. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE
READ IN CONJUNCTION WITH THE APPROVED DRAWINGS. 1 GROUND LEVEL
1
9. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE 3 3
OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION OF THE SITE
ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE MAINTAINED
THROUGHOUT THE CONSTRUCTION PERIOD.
10. IF EROSION AND SEDIMENT CONTROL DEVICES HAVE BEEN FOUND TO BE
Last saved by: GRANT(2021-02-18) Last Plotted: 2021-02-18
0.25 NOM
DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION IS TO BE GEOFABRIC LINER
UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS'
ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH
AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED
NECESSARY AND RELEVANT.
TEMPORARY ROCK FILTER DAM
SCALE 1:20
11. SEDIMENT TRAP TO BE FLOCCULATED AND DE-SILTED AS NECESSARY.
12. WATER QUALITY TESTING / MONITORING TO BE UNDERTAKEN BY
CONTRACTOR.
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn GM Drawing No. Rev No.
J & S DOUGLAS 20 PARK CRESCENT CIVIL
0 0.5 1 Vert. Datum SUNSHINE BEACH, QLD, 4567 Design GM EROSION & SEDIMENT CONTROL
A1 1:20
m AHD
PROPOSED RESIDENTIAL DWELLING Check LS
NOTES AND DETAILS 200849-C-00002 A
RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL Approved Signed
A FOR APPROVAL 17.02.21 LS PSM44270 COPYRIGHT © All rights reserved. Sheet
Rev Revision Description Date Approved RL 29.925
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
Date 17.02.21 L.SWANN
RPEQ 21223
Status NOT FOR CONSTRUCTION
Size A1