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Revised Plans 20210226 Cedar St Op Works
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C56014
8 |S|
|S|
|S| OP WORKS
36 109 10 |S|
|S|
S
|S|
|S|
C56014 |S|
|S|
S
|S| SEDIMENT FENCE
|S|
(INDICATIVE ONLY)
PROVIDE AND MAINTAIN
S
|S|
SEDIMENT FENCE TO
DOWNSTREAM BOUNDARIES
S S AS PER DETAIL ON DRG. C11
CONSTRUCTION ENTRY/EXIT
SHAKEDOWN AREA
PROVIDE RETURNS AT MAX.
S 20m INTERVALS
7
|S|
S
S
PROPOSED LOT 3 10
S
|S|
S
S
S
|S|
1 EXISTING BUILDING
S
RP94543 TO BE REMOVED S
|S|
S
8
0
S
10
11
S
|S|
S
E
S
E
S
|S|
E S
S
EXISTING BUILDING
E
S
PROPOSED LOT 2
|S|
KAURI S
E
S
PROPOSED LOT 1
E S
|S|
S
E
S
E
S
EXISTING
|S|
BUILDING
EXISTING DRIVEWAY S
(INDICATIVE ONLY)
E S
H
S
E
S
TREET
CE
E
S
S
109
M
W
E
DA E
R
E
14/04/2022
E
PROVIDE AND MAINTAIN SEDIMENT AND EROSION CONTROL EA ID: 2557785
RPEQ: 26443
TEMPORARY CONSTRUCTION CONTRACTOR TO ALLOW FOR PROVISION OF ALL
E ENTRY/EXIST AS PER DETAIL REQUIRED SEDIMENT AND EROSION CONTROL
ON DRG. C11 DEVICES IN ACCORDANCE WITH THE 'BLUE BOOK' DO NOT SCALE, IF IN DOUBT ASK!
ST
AND RELEVANT NOOSA SHIRE COUNCIL POLICIES
E
34 AND GUIDELINES.
C56014
R EE
E
E
SEDIMENT RELEASE GUIDELINES SEDIMENT CONTROL
T E
UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDEEAMENDMENTS' ·AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR
NOTE:
2
1
Rev Date
13/04/22 RFI UPDATE
02/03/22 ISSUE FOR OP WORKS
Description
NW BRP
JAC BRP
By Chk
ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL PLANS. WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
1. ALL RELEASES OF STORMWATER CAPTURED ONSITE, UNLESS 1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT,
E IF · WITHIN 24 HOURS OF EXPECTED RAIN; AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND LOCATE ALL
DEEMED NECESSARY AND RELEVANT. · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SERVICES ON SITE AND WITHIN THE WORKS AREA FOOTPRINT. WHERE ANY
OTHERWISE NOTED IN THIS STANDARD, MUST NOT EXCEED THE ACCORDANCE WITH INTERNATIONAL EROSION CONTROL
DISCREPANCIES OCCUR BETWEEN THE INDICATED POSITIONS AND LEVELS
FOLLOWING LIMITS: ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT ON
E AND THE LOCATED SERVICES, RECOR IS TO BE NOTIFIED AS SOON AS
1.1. 50mg/L OF TOTAL SUSPENDED SOLIDS (TSS) AS A MAXIMUM SPECIFICATIONS. 9. OVERALL SITE). POSSIBLE.
CONCENTRATION; 2. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MINIMUM a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED 17. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC
E
1.2. TURBIDITY (NTU) VALUE LESS THAN 10% ABOVE BACKGROUND; REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO AROUND THE WORK SITE WHERE POSSIBLE. MEASURES SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING
1.3. pH VALUE MUST BE IN THE RANGE 6.5 TO 8.5 EXCEPT WHERE, INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE TABLE: [email protected]
AND TO THE EXTENT THAT, THE NATURAL RECEIVING WATERS THROUGHOUT CONSTRUCTION. INSTALLED AND BE OPERATIONAL BEFORE COMMENCING
UP-SLOPE EARTHWORKS. REPORTING 37 MARY ST NOOSAVILLE, QLD
LIE OUTSIDE THIS RANGE. 3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT
2. THE CONCENTRATION OF TSS RELEASED BY DEWATERING MAY ONLY CONTROL DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, 18. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC 07 5211 1003
EXCEED 50mg/L WHERE IT CAN BE DEMONSTRATED AND SUPPORTED BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR Client
THROUGH DOCUMENTATION THAT: MAINTENANCE OF WORKS. EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE APPROVAL BY THE SUPERINTENDENT. K. & J. HALSALL
2.1. FURTHER SIGNIFICANT RAINFALL IS FORECAST TO OCCUR 4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS. Project Name
BEFORE THE TSS CONCENTRATION IS LIKELY TO BE REDUCED SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETED AND MAINTENANCE SCHEDULE 6 CEDAR STREET
TO 50mg/L; EFFECTIVE PRIOR TO: SEDIMENT FENCE TIMEFRAME FOR COMPLETION COOROY
ESC MEASURES MAINTENANCE TRIGGER
2.2. RELEASING A HIGHER CONCENTRATION OF TOTAL SUSPENDED a. STRIPPING OF TOPSOIL AND GRASS. 10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATIONS OF MAINTENANCE
SOLIDS WILL RESULT IN A BETTER ENVIRONMENTAL OUTCOME b. BULK EARTHWORKS TO THE SITE. REFER DRG. C11. PROPOSED SUBDIVISION
WHEN SETTLED SEDIMENT EXCEEDS THE
BY PROVIDING STORAGE FOR THE CAPTURE AND TREATMENT c. SERVICES INSTALLATION. SEDIMENT BASISIN
VOLUME OF THE SEDIMENT STORAGE WITHIN 7 DAYS OF THE
Title
ZONE (SEE COUNCIL'S SEDIMENT BASIN INSPECTION
OF RUN-OFF FROM THE IMMINENT RAINFALL AND RUN-OFF. d. PAVEMENT CONSTRUCTION TEMPORARY CONSTRUCTION ENTRY/EXIT DESIGN GUIDELINES EROSION AND SEDIMENT
2.3. ALL REASONABLE AND PRACTICABLE STEPS HAVE BEEN TAKEN 5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE 11. FOR TEMPORARY CONSTRUCTION ENTRY/EXIT STANDARD DETAIL
TO TREAT THE WATER WITHIN BEST-PRACTICE TIME FRAMES; UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM THE THE CAPACITY OF ESC MEASURES FALLS CONTROL PLAN
AND SPECIFICATIONS REFER DRG. C11. OTHER ESC MEASURES
BELOW
BY THE END OF THE DAY
2.4. FLOCCULENT HAS BEEN APPROPRIATELY APPLIED AND THE SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL
CONCENTRATION OF TSS IN THE CAPTURED WATER HAS APPLICATIONS. REVEGETATION
ALREADY SIGNIFICANTLY DECREASED. 6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN 12. FOR REVEGETATION STANDARD SPECIFICATION REFER TO
3. FOR ALL OTHER STORMWATER RELEASES, FLOWS AND DISCHARGES SHALL BE READ IN CONJUNCTION WITH THE APPROVED DRAWINGS. INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA Project No. Discipline Status
FROM THE SITE, THE RELEASE LIMIT PRESCRIBED IN (1a) ABOVE MUST 7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE (IECA) BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION 20210226 CIVIL OP WORKS
NOT BE EXCEEDED UNLESS THE DEVELOPMENT IS IN FULL OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION OF THE GENERAL. Designed By Drawn By Scale
(at
COMPLIANCE WITH THIS STANDARD. SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE BRP JAC 1:400 A3)
MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. OPERATION AND MAINTENANCE Drawing No. Revision
8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO 13. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES
BE DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION IS TO BE C10 2
SHALL BE INSPECTED:
FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
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Full text of sections 2 to 5 (of 7)
Section 2
OP WORKS
MAINTENANCE:
1. INSPECT SEDIMENT FENCE WEEKLY, AND AFTER SIGNIFICANT RAINFALL. UNDERTAKE
X)
G (MA
SPACIN NTOUR, NECESSARY REPAIRS IMMEDIATELY.
T 20m O
' P L A CED A ONG THE C SLOPE 2. REPAIR ANY TORN SECTIONS WITH A CONTINUOUS PIECE OF FABRIC FROM POST TO
RNS DA L O N
'RETU IS LOCATE DEPENDING POST.
CE 0m
IF FEN 5 TO 1 1.5 3. IF FENCE BEGINS TO SAG BETWEEN POSTS. INSTALL ADDITIONAL SUPPORT POST.
TH ERWISE m
(M
O IN 1
) 4. REMOVE ACCUMULATED SEDIMENT IF THE SEDIMENT DEPOSIT EXCEEDS A DEPTH OF 3
THE HEIGHT OF THE FENCE.
5. REPLACE THE FENCE FABRIC IF THE EXISTING FABRIC SERVICE LIFE IS GREATER THAN 6
G
ACKIN MONTHS.
IRE B X)
ITH W A
(M AX) W ISE 2m (M
3m RW
DI
RE
CT
OTHE NOTE:
IO
N
OF 1. SEDIMENT FENCES MUST INCORPORATE REGULAR 'RETURNS', GENERALLY AT A MAXIMUM
FLO
W 20m SPACING, BUT CAN BE LESS AS THE SLOPE ALONG THE FENCE INCREASES.
2. MINIMUM FOUR STAPLES OR TIE WIRES PER STAKE
3. REFER TO APPROVED PLANS FOR LOCATION AND EXTENT. IF THERE ARE ANY CONCERN
ALL SUPPORT POSTS PLACED WITH THE LOCATION OR EXTENT, CONTACT THE ENGINEERS RESPONSIBLE FOR THE
DOWN-SLOPE OF FABRIC WORKS.
4. UNLESS OTHERWISE NOTED ENSURE FENCE IS LOCATED:
FABRIC
BURIED SEDIMENT FENCE FABRIC, I) ENTIRELY WITHIN THE PROPERTY BOUNDARY.
200mm NOT FILTER CLOTH OR SHADE II) ALONG A LINE OF CONSTANT ELEVATION WHERE POSSIBLE
CLOTH III) 2 METRES FROM THE TOE OF A FILLING OPERATION OR BATTER SLOPES
5. ENSURE FENCE IS PLACED IN A MANNER THAT AVOIDS HIGH FLOW RATES ALONG THE
LENGTH OF THE FENCE AND UNDESIRABLE DISCHARGE OF WATER AROUND THE ENDS OF
THE FENCE.
6. REMOVE SEDIMENT FENCE ONLY ONCE AREAS UPSLOPE OF SEDIMENT FENCE ARE
SEDIMENT FENCE SUFFICIENTLY STABILISED TO PREVENT EROSION. REHABILITATE AND VEGETATE
DISTURBED GROUND AS NECESSARY TO PREVENT EROSION
SCALE 1:50 7. ACCUMULATED SEDIMENT IS TO BE REMOVED IN A SUITABLE MANNER THAT WILL NOT
CAUSE EROSION OR A POLLUTION HAZARD.
14/04/2022
INSTALLATION EA ID: 2557785
RPEQ: 26443
300mm
MIN
FLOW CONTROL BERM INCORPORATED INTO THE 1. INSPECT ALL SITE ENTRY AND EXIT POINTS PRIOR TO FORECAST
DO NOT SCALE, IF IN DOUBT ASK!
ROCK PAD IF THE THE PAD RECEIVES RUNNOFF RAIN, DAILY DURING EXTENDED PERIODS OF RAINFALL, AFTER
MINIM FROM THE BUILDING SITE (LOCATION MAY VARY). RUNOFF-PRODUCING RAINFALL, OR OTHERWISE AT FORTNIGHTLY
UM LE
NGTH
10M INTERVALS.
2. IF SAND, SOIL, SEDIMENT OR MUD IF TRACKED OR WASHED ONTO
MAKE THE ADJACENT SEALED ROADWAY, THEN IT MUST BE REMOVED
40 - 75mm CRUSHED ROCK FOR P FOOTPATH
)
UP-SLOPE RUNOFF DIRECTED
IN
EDEST S USING A SHOVEL AND THEN A STIFF BRISTLED BROOM, AND THEN BY
RIAN T AFE
(M
TO AN APPROPRIATE RAFFIC A VACUUM IF AVAILABLE.
0m
SEDIMENT TRAP. .
3. IF NECESSARY FOR SAFETY REASONS, THE ROADWAY SHALL ONLY
2.
TH
BE WASHED CLEAN AFTER ALL REASONABLE EFFORTS HAVE BEEN
ID
TAKEN TO SHOVEL AND SWEEP THE MATERIAL FROM THE ROADWAY.
Y
KERB
W
AR
4. WHEN THE VOIDS BETWEEN THE ROCK BECOMES FILLED WITH
D
2 13/04/22 RFI UPDATE NW BRP
N
MATERIAL AND THE EFFECTIVENESS OF THE ROCK PAD IS REDUCED
U
BO
FOOTPATH TO A POINT WHERE SEDIMENT IS BEING TRACKED OFFSITE, A NEW 1 02/03/22 ISSUE FOR OP WORKS JAC BRP
TY
200mm
100mm LAYER OF ROCK MUST BE ADDED AND /OR THE ROCK PAD Rev Date Description By Chk
R
150 -
PE
MUST BE EXTENDED.
O
GEOTEXTILE FILTER ROADWAY
PR
5. ENSURE ANY ASSOCIATED DRAINAGE CONTROL MEASURES (E.G.
FABRIC (MANDATORY
FLOW CONTROL BERM) ARE MAINTAINED IN ACCORDANCE WITH
WHEN WORKING ON
THEIR DESIRED OPERATIONAL CONDITIONS,
CLAY SOILS).
6. DISPOSE OF SEDIMENT AND DEBRIS IN A MANNER THAT WILL NOT
CREATE AN EROSION OR POLLUTION [email protected]
TEMPORARY CONSTRUCTION ENTRY/EXIT 37 MARY ST NOOSAVILLE, QLD
NOT TO SCALE
07 5211 1003
Client
K. & J. HALSALL
Project Name
6 CEDAR STREET
COOROY
PROPOSED SUBDIVISION
Title
EROSION AND SEDIMENT
CONTROL DETAILS
Project No. Discipline Status
20210226 CIVIL OP WORKS
Designed By Drawn By Scale
(at
BRP JAC AS INDICATED A3)
Drawing No. Revision
C11 2
FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
Section 3
7
10
C56014
PROVIDE HOUSE CONNECTION BRANCH FOR SEWER.
APPROX IL: 107.32m AHD NOTE:
OP WORKS
8 UNITY WATER CERTIFICATION AND APPROVALS STORMWATER RUNOFF FROM FUTURE DWELLING AREAS IS INTENDED TO DRAIN
36 10 REQUIRED PRIOR TO WORKS COMMENCING. OVERLAND TOWARDS THE WATERCOURSE WITHIN THE KAURI STREET ROAD
RESERVE NORTHWEST OF THE SUBJECT SITE, MAKING USE OF GRASSED LEGEND
109
S
SURFACES TO PROVIDE BUFFERING TREATMENT AND DISPERSE FLOWS FROM
C56014 THE DEVELOPMENT.
S
TURF DRAIN
S
SW STORMWATER PIPE
S S LIMIT OF SEWER SERVICING (NO EARTHWORKS)
FOR PROPOSED LOT 3 AT 1% FROM HCB.
APPROX 65% SITE COVERAGE W W POTABLE WATER
EXISTING SEWER MANHOLE S
UW ASSET ID: 2660541 7
INVERT 107.18 S
S
10 PROVIDE CATCH DRAIN WITHIN
WATER METER
SURFACE FLOWS
DRAINAGE EASEMENT TO CONVEY
S PROVIDE ROCK PAD ZONE UPSTREAM RUNOFF THROUGH LOT
EXISTING BUILDING FOR SCOUR PROTECTION
S TO BE REMOVED
ROCK PAD
S
S
1
E
E
LIMIT OF SEWER SERVICING (NO EARTHWORKS)
E
E
E
S
FOR PROPOSED LOT 2 AT 1% FROM HCB.
E
81.477 EXISTING TREE
E
RP94543 APPROX 95% SITE COVERAGE
E
S
E
SW
W
E
80.000
E
E
E
S PROVIDE Ø225 PIPED STORMWATER
E
E
E
CROSSING WITH ENDWALLS.
E
8
W
E
0
S
E
USIL: 108.95
10
E
E
11
DSIL: 108.85
E
E
PROVIDE CATCH DRAIN TOS
E
LENGTH: 5.2m S S EXISTING SEWER
E
E
W
DOWNSTREAM BOUNDARY GRADE: 1.9%
E
E
S
E
OF ALLOTMENT AS PER
E
E
E
DETAIL
E
E
E
E
S NEW SEWER HOUSE
W
E
E
CONNECTION
E
E E
S
E
E
E
E
W
E
EXISTING TREES TO BE S
E
E E
LIMIT OF SEWER
E
REMOVED
E
E
S CONNECTION AT 1%.
E
E
EXISTING BUILDING
E
E
W
E
E
S
E
E
E
E
PROVIDE HOUSE CONNECTION BRANCH
E
KAURI S
E
S
E
W
E
FOR SEWER.
E
E
E
APPROX IL: 107.77m AHD
E
E
E
S
UNITY WATER CERTIFICATION AND
E
E
E
APPROVALS REQUIRED PRIOR TO WORKS
W
E
S
E
COMMENCING.
E
60.000
E
E E
E
S
E
E
E
W
E
E
E
S
E
EXISTING
E
E
E
E
BUILDING PROVIDE CATCH DRAIN
DOWNSTREAM OF S
E
W
E
E
DRIVEWAY AS PER DETAIL
E
EXISTING DRIVEWAY
E
E S
E
H
E
(INDICATIVE ONLY) Section 4
R3.5m
E
E
E
W
S
E
E
E
E
E
E
S
E
1500mm
TREET
E
E
CE
W
E
E
E
E
E
S
40.000
E
S
E
M
E
109
E
W
E
WW W
E
E
WW
DA
E
WW
E
WW
E
GRADE DRIVEWAY
20.000
WW
E
WW SEWER MANHOLE
E
E
TOWARDS TURF DRAIN AT
E
12 WW
E
. WW UW ASSET ID: 2660540
E
35 WW NOM. 1% MIN. 14/04/2022
E
0 WW
E
500mm INVERT 108.04
R
WW
E
RESIDENTIAL
WW
E
E
EXISTING TREE TO BE
E
DRIVEWAY ACCESS. WW 1500mm
E
E
EA ID: 2557785
REMOVED RPEQ: 26443
E
REFER TO NSC STD
E
E
300mm
E
DWGS RS-049 & RS-050 E
E
E
DO NOT SCALE, IF IN DOUBT ASK!
E
PROVIDE MINIMUM 125mm
E
E
33
COMPACTED TYPE 2.1 GRAVEL
E
E
E
N
E
BASE WITH 2 COAT BITUMEN
E
1I
E
ST
SEAL IN ACCORDANCE WITH NSC
E
34
1.
E
80
33
STD RS-056
E
E
0
E
N
0.
E
1I
E
0 00 E
E
PROVIDE SEPARATE WATER METER
C56014
RE
E
E
FOR EACH LOT. UNITY WATER
E
E
CERTIFICATIONS AND APPROVALS
E
E
E
E
REQUIRED PRIOR TO WORKS.
E
E
E
ET
E
E
E
E
E
E
LOW POINT FOR 2 13/04/22 RFI UPDATE NW BRP
E
E
E
STORMWATER RUN-OFF
E
1 02/03/22 ISSUE FOR OP WORKS JAC BRP
E
GRADE VERGE LOCALLY TO
E
E E
Rev Date Description By Chk
E
PROVIDE FLOW PATH
Section 5
E
E
ROADWORKS AND DRAINAGE NOTES E
1. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED 11. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
E
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN 12. SAW CUT JOINTS MUST BE:
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND 12.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
SPECIFICATIONS. 12.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. E [email protected]
2. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE 12.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
13. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION
37 MARY ST NOOSAVILLE, QLD
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN
STANDARDS. COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID 07 5211 1003
3. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS MISMATCHED JOINTS.
Client
INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
4. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS TO ENSURE NO EXCESSIVE LOADS ARE K. & J. HALSALL
PLACED ON STORMWATER DRAINAGE OR STRUCTURES. Project Name
5. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE 6 CEDAR STREET
CONNECTING ON TO EXISTING.
6. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE COOROY
WITH AS3996. PROPOSED SUBDIVISION
7. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER
WHEEL LOADS. Title
8. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT
SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES
ROADS AND DRAINAGE LAYOUT PLAN
EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL NOTE:
ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO
BE CONSTRUCTED TO. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND LOCATE ALL
9. WHERE A STORMWATER DRAINAGE TRENCH HAS BEEN CONSTRUCTED LONGITUDINALLY IN THE SERVICES ON SITE AND WITHIN THE WORKS AREA FOOTPRINT. WHERE ANY
ROAD, THEN THE FINAL PAVEMENT SURFACE REPAIR WIDTH IS TO MATCH THE EXISTING LANE DISCREPANCIES OCCUR BETWEEN THE INDICATED POSITIONS AND LEVELS
WIDTH AND TERMINATE 50mm CLEAR OF THE ROAD CENTERLINE OR LANE LINE LINEMARKING TO AND THE LOCATED SERVICES, RECOR IS TO BE NOTIFIED AS SOON AS
ALLOW FOR THE BITUMEN EMULSION JOINT SEAL. REINSTATEMENT OF SURFACE ADJACENT TO THE POSSIBLE. Project No. Discipline Status
20210226 CIVIL OP WORKS
KERB OR ROAD PAVEMENT EDGE TO EXTEND FULLY TO THE KERB LINE OR EDGE OF PAVEMENT.
10. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT.EXCEEDING Designed By Drawn By Scale
(at
150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY BRP JAC 1:400 A3)
DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2.
Drawing No. Revision
C20 2
FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
The text continues on section 6.