Original source · versioned page text
20210153 - Maple Street Civil Plans MCU
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
MCU
NOT FOR CONSTRUCTION
COOROY NDIS RESIDENTIAL DEVELOPMENT
45 MAPLE STREET, COOROY, QLD 4563
CIVIL WORKS
NOTE: 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE
PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE,
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES
BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND
PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION
INSPECTIONS. SHOULD THE CONTRACTOR FAIL TO REQUEST AN INSPECTION, EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE
WORKS TO BE INSPECTED TO THE SATISFACTION OF RECOR. ANY INSPECTIONS 11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
THAT FAIL ARE TO BE RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
BY THE CONTRACTOR. WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
a. PRESTART 12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT
b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR TO
AND EROSION CONTROL MEASURES UNSUITABLE GROUND NOTE COUNCILS ADAC REQUIREMENTS.
c. SIDE AND CUT OFF DRAINS 13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT
d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL APPROVALS.
e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT 14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL,
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL
f. STORMWATER STRUCTURE BASE SLABS CONSTRUCTION.
g. SEWER RETICULATION 15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION
h. WATER RETICULATION WORKS COMMENCING ON SITE.
i. PAVEMENT SUBGRADE 16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS
AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
j. PAVEMENT REINFORCING
17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING
k. PAVEMENT PRIOR TO SEALING (PRESEAL) PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT
l. RETAINING WALL FOOTING REINFORCING OF ANY WORKS ON SITE.
m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL 18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED
IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO
n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES ENSURE ALL TREE ROOTS AND STUMPS ARE COMPLETELY REMOVED AND
SUBJECT SITE
o. PRACTICAL COMPLETION BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH
ALL CLEARED VEGETATION AND STOCKPILE ON SITE OR REMOVE FROM SITE
p. ON MAINTENANCE AS DIRECTED.
q. OFF MAINTENANCE 19. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING
r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER CONSULTANTS/CONTRACTORS DRAWINGS:
DEVELOPMENT APPROVAL) SURVEYOR: MAX WATTERSON AND ASSOCIATES
s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE ARCHITECT: PUSH PTY LTD
RELEVANT TO THEIR CERTIFICATION SCHEME
HYDRAULICS: TBA
STRUCTURAL: RECOR
GENERAL NOTES
LANDSCAPE: TBA
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN.
20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: 31/03/2022
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS
CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS EA ID: 2557785
RPEQ: 26443
SETOUT THE WORKS. ASSOCIATED WITH IMPLEMENTATION OF THE TMP.
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL DO NOT SCALE, IF IN DOUBT ASK!
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE AUTHORITY APPROVALS RECEIVED FOR THE PROJECT LOCALITY PLAN
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED 22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW NOT TO SCALE
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. APPROVALS BY COUNCIL.
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF 23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE
BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF
THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD DRAWING SCHEDULE
THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. RESERVE, PARKS/OPENSPACE, EASEMENTS.
DRAWING
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS 24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION DRAWING TITLE REVISION
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. NUMBER
28/03/22 MCU ISSUE
TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN C01 COVER SHEET AND LOCALITY PLAN A A
Rev Date Description
JAC BRP
By Chk
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND
CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF ALL CONSTRUCTION CODE (2013).
C10 EXISTING SITE SERVICES PLAN A
EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT.
C20 EROSION AND SEDIMENT CONTROL A
CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING PLAN AND DETAILS
PROPOSED WORKS.
C30 BULK EARTHWORKS PLAN A
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN C31 BULK EARTHWORKS SECTIONS A [email protected]
ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES 37 MARY ST NOOSAVILLE, QLD
PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO IMMEDIATELY C40 EXISTING STORMWATER CATCHMENT A
07 5211 1003
REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL DIRECTION PLAN Client
PRIOR TO COMMENCING CIVIL WORKS.
C41 PROPOSED STORMWATER A MARK MELVILLE
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL
BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CATCHMENT PLAN Project Name
PROPOSED NDIS ACCOMODATION
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD C50 ROADS AND DRAINAGE PLAN A 45 MAPLE ST
PAVEMENTS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
C51 DRIVEWAY SECTIONS A COOROY QLD 4563
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR C52 ROADS AND DRAINAGE DETAILS A Title
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION COVER SHEET AND LOCALITY PLAN
OF INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. C53 STORMWATER SECTIONS 1 A
9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL C54 STORMWATER SECTIONS 2 A
WORKPLACE HEALTH AND SAFETY REQUIREMENTS.
C60 SIGHT LINE LAYOUT AND SECTIONS A
C61 VEHICLE SWEPT PATHS PLAN A Project No.
20210153
Discipline
CIVIL
Status
APPROVAL
Designed By Drawn By Scale
(at
BRP JAC AS INDICATED A3)
Drawing No. Revision
C01 A
MCU
NOT FOR CONSTRUCTION
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original (20210153 - Maple Street Civil Plans MCU.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of sections 2 to 4 (of 17)
Section 2
MCU
W
NOT FOR CONSTRUCTION
W
TO BE REMOVED /
DEMOLISHED
E
W
EXISTING GRAVEL DRIVEWAY
3
TO BE REMOVED AND
RP52184
W
REPLACED WITH NEW
3
E
W
E
RP112204
W
E
E
W
E
E
W
E
CONTRACTOR TO EXCAVATE AND
LOCATE EXISTING ELECTRICAL
W
CONNECTION AND PROTECT
DURING CONSTRUCTION WORK
E
4
E
W
E
RP112204
EXISTING FENCES
W
TO BE REMOVED
115
E
S
EXISTING TREES TO BE CLEARED
121
W
AND GRUBBED
E
6
S
E
11
E
EXISTING TREES TO BE CLEARED
W
E
E EXISTING RETAINING WALL TO BE
AND GRUBBED
E
S
REMOVED
7
EXISTING CONCRETE TO 11 S
S
BE REMOVED
E
S
S
W
E
8
E
11
W
MH: S
LL:114.51
4
S
11
E
W
E
W
120
E
S
119
S CONTRACTOR TO EXCAVATE,
LOCATE AND REMOVE OR CAP
S
EXISTING SEWER & WATER
W
CONNECTIONS.
W
E
S
E
2
12
EXISTING CONCRETE
S
DRIVEWAY TO BE REMOVED
W
WM
EXISTING ADDITION TO BE
AND MADE GOOD
W
REMOVED AND EXISTING
DWELLING MADE GOOD
S
E
E
S
W
S
W
S
E
E
W
S
W
115
4
ALL PALMS TO BE
S
11
E
CLEARED AND GRUBBED
E
E
6
W
MH: 11 H
LL:120.69
S
2
IL:1 S water re
121
12
Unit
EXISTING STRUCTURES TO BE
19.3
y
7
REMOVED. ALL ASSOCIATED
E
W
11
5 by coSrds
31/03/2022
123
E
GARDENS AND IMPERVIOUS
CONTRACTOR TO EXCAVATE AND 3
W
SURFACES TO BE REMOVED
LOCATE EXISTING WATER RP99323 19 EA ID: 2557785
RPEQ: 26443
CONNECTION AND PROTECT C5605
123
DURING CONSTRUCTION WORK
8
11
S
W
DO NOT SCALE, IF IN DOUBT ASK!
E
E
S
EXISTING TREES TO BE CLEARED EXISTING TREES TO BE CLEARED
AND GRUBBED AND GRUBBED
W
S
119
E
E
S
0
19
12
S
C5605
1
E
E
S
A 28/03/22 MCU ISSUE JAC BRP
Rev Date Description By Chk
E
E
NOTE:
1. FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND 8. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE SUITABLE [email protected]
VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED. ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO DEMOLITION WORKS NOTE: 37 MARY ST NOOSAVILLE, QLD
BEGINNING. EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING FEATURES 07 5211 1003
9. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
OF THIS SITE AND ENSURE ANY ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER Client
INCLUDED IN THE CONTRACT. DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN
CONFIRMATION THAT WORKS CAN COMMENCE.
DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL AND MARK MELVILLE
COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY, DBYD AND FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO Project Name
COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL 10. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE PROPOSED NDIS ACCOMODATION
LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN 45 MAPLE ST
WORKS. SITE. ACCORDANCE WITH RELEVANT SERVICE PROVIDER
SPECIFICATIONS AND STANDARD DETAILS COOROY QLD 4563
4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE PRIOR TO 11. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND
COMMENCEMENT OF WORKS. SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O. Title
EXISTING SITE SERVICES PLAN
5. CONTRACTOR TO ORGANISE ANY REQUIRED DEMOLITION PERMITS PRIOR TO ANY 12. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO
DEMOLITION WORKS COMMENCING ON SITE. CARRY OUT SERVICES RELOCATION OR ALTERATIONS.
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED & GRUBBED, 13.
MULCHED AND REMOVED FROM SITE OR IF SCHEDULED STOCKPILE FOR USE BY
LANDSCAPER.
Project No. Discipline Status
7. HOLES REMAINING AFTER GRUBBING OF STUMPS ARE TO BE BACKFILLED WITH 20210153 CIVIL APPROVAL
SOUND MATERIAL COMPACTED TO THE RELATIVE DENSITY OF MATERIAL IN THE Designed By Drawn By Scale
(at
SURROUNDING GROUND. BRP JAC AS INDICATED A3)
Drawing No. Revision
C10 A
Section 3
300mm
MCU
MIN
FLOW CONTROL BERM INCORPORATED INTO THE
ROCK PAD IF THE THE PAD RECEIVES RUNNOFF
MINIM FROM THE BUILDING SITE (LOCATION MAY VARY).
E
UM LE
NGTH
10M NOT FOR CONSTRUCTION
MAKE
40 - 75mm CRUSHED ROCK FOR P FOOTPATH
)
3 UP-SLOPE RUNOFF DIRECTED
IN
EDEST S
RIAN T AFE
(M
RP52184 TO AN APPROPRIATE RAFFIC
0m
SEDIMENT TRAP. . STABILISED SITE ACCESS AS
2.
PER DETAIL 1
3
TH
E
E
ID
|S|
Y
RP112204 KERB
W
AR
D
|S|
N
SEDIMENT FENCE AS PER
U
|S| |S|
BO
DETAIL 2
E
FOOTPATH
E
TY
200mm
R
150 -
PE
|S|
O
GEOTEXTILE FILTER ROADWAY FLOW DIVERSION BANK AS
PR
| S|
FABRIC (MANDATORY PER DETAIL 3
|S|
E
WHEN WORKING ON
PROVIDE TEMPORARY CLAY SOILS).
CONSTRUCTION ENTRY/EXIT.
REFER TO DETAIL 1. INDICATIVE STOCKPILE AREA
|S|
E
AS PER DETAIL 4
4
RP112204
1 TEMPORARY CONSTRUCTION ENTRY/EXIT
115
10 C20 ORTHOGRAPHIC N.T.S
00
E
0M
S
| S|
121
IN
6
S
E
11
INSTALLATION
E
E
E
S
|S|
7
11 S
S
1. INSPECT ALL SITE ENTRY AND EXIT POINTS PRIOR TO FORECAST RAIN, DAILY
PROVIDE TEMPORARY SEDIMENT |S| S
S DURING EXTENDED PERIODS OF RAINFALL, AFTER RUNOFF-PRODUCING
E FENCE. REFER TO DETAIL 2.
8
|S| RAINFALL, OR OTHERWISE AT FORTNIGHTLY INTERVALS.
11
MH: S
2. IF SAND, SOIL, SEDIMENT OR MUD IF TRACKED OR WASHED ONTO THE ADJACENT
|S|
LL:114.51
|S|
|S| SEALED ROADWAY, THEN IT MUST BE REMOVED USING A SHOVEL AND THEN A
4
STIFF BRISTLED BROOM, AND THEN BY A VACUUM IF AVAILABLE.
S
11
|S|
E
3. IF NECESSARY FOR SAFETY REASONS, THE ROADWAY SHALL ONLY BE WASHED
CLEAN AFTER ALL REASONABLE EFFORTS HAVE BEEN TAKEN TO SHOVEL AND
120
|S|
|S|
S
119
SWEEP THE MATERIAL FROM THE ROADWAY.
|S|
4. WHEN THE VOIDS BETWEEN THE ROCK BECOMES FILLED WITH MATERIAL AND
|S| THE EFFECTIVENESS OF THE ROCK PAD IS REDUCED TO A POINT WHERE
S
SEDIMENT IS BEING TRACKED OFFSITE, A NEW 100mm LAYER OF ROCK MUST BE
ADDED AND /OR THE ROCK PAD MUST BE EXTENDED.
|S|
5. ENSURE ANY ASSOCIATED DRAINAGE CONTROL MEASURES (E.G. FLOW
S
CONTROL BERM) ARE MAINTAINED IN ACCORDANCE WITH THEIR DESIRED
2
12
OPERATIONAL CONDITIONS,
6. DISPOSE OF SEDIMENT AND DEBRIS IN A MANNER THAT WILL NOT CREATE AN
S
WM
EROSION OR POLLUTION HAZARD.
|S|
PROVIDE TEMPORARY EARTH
BANK - LOW FLOW. REFER TO
S
DETAIL 3.
S
S
|S|
X)
S
G (MA
|S| SPACIN UR,
115
PROVIDE TEMPORARY
E D A T 20m THE CONTO E
LAC NG OP
STOCKPILE . REFER RNS' P D ALO ON SL
4
'RETU IS LOCATE DEPENDING
S
11
TO DETAIL 4.
E
|S| CE 0m
IF FEN 5 TO 1 1.5
6 RWISE m
MH: 11 OTHE (M
IN
LL:120.69 |S| H
)
S
2
|S|
IL:1 S water re
121
12
Unit
19.3
G
y
ACKIN
7
11 IRE B
5 by coSrds
|S| ITH W m (MAX)
123
3 AX) W E2
3m (M HERWIS
RP99323
|S| 19 DI
RE
OT
C5605 CT
123
|S|
8 IO
11 N
S
OF
|S| PROVIDE ROCK PAD ENERGY FL 31/03/2022
DISSIPATOR AT OUTLET. OW
|S|
S
EA ID: 2557785
RPEQ: 26443
|S| ALL SUPPORT POSTS PLACED
S
DOWN-SLOPE OF FABRIC
DO NOT SCALE, IF IN DOUBT ASK!
119
FABRIC
BURIED SEDIMENT FENCE FABRIC,
S
200mm NOT FILTER CLOTH OR SHADE
CLOTH
0
19
12
S
C5605
1
SP161937
S
2 SEDIMENT FENCE
C20 ORTHOGRAPHIC SCALE 1:50
A 28/03/22 MCU ISSUE JAC BRP
MAINTENANCE: Rev Date Description By Chk
STABILISE STOCKPILE
SURFACE 1. INSPECT SEDIMENT FENCE WEEKLY, AND AFTER SIGNIFICANT RAINFALL. UNDERTAKE
NECESSARY REPAIRS IMMEDIATELY.
CAN BE CONSTRUCTED WITH OR
EARTH BANK X.) 2:1 GRADIENT OF DRAIN WITHOUT CHANNEL 2. REPAIR ANY TORN SECTIONS WITH A CONTINUOUS PIECE OF FABRIC FROM POST TO
MA SL
P E( OP SEDIMENT FENCE 1% TO 5% POST.
FLOW LO E( ALL BATTER GRADES
S MA 3. IF FENCE BEGINS TO SAG BETWEEN POSTS. INSTALL ADDITIONAL SUPPORT POST.
2:1 X.) FLOW 2(H):1(V) MAX.
4. 1
REMOVE ACCUMULATED SEDIMENT IF THE SEDIMENT DEPOSIT EXCEEDS A DEPTH OF 3 [email protected]
THE HEIGHT OF THE FENCE. 37 MARY ST NOOSAVILLE, QLD
300 mm
07 5211 1003
MIN.
5. REPLACE THE FENCE FABRIC IF THE EXISTING FABRIC SERVICE LIFE IS GREATER THAN 6
MONTHS.
Client
2000 MIN MARK MELVILLE
4 STOCKPILES NOTE: Project Name
ELEVATION PROPOSED NDIS ACCOMODATION
C20 SCALE 1:50
1. SEDIMENT FENCES MUST INCORPORATE REGULAR 'RETURNS', GENERALLY AT A MAXIMUM
45 MAPLE ST
3 EARTH BANK - LOW FLOW 2.
20m SPACING, BUT CAN BE LESS AS THE SLOPE ALONG THE FENCE INCREASES.
MINIMUM FOUR STAPLES OR TIE WIRES PER STAKE COOROY QLD 4563
C20 ELEVATION SCALE 1:20
CONSTRUCTION NOTES
3. REFER TO APPROVED PLANS FOR LOCATION AND EXTENT. IF THERE ARE ANY CONCERN
Title
WITH THE LOCATION OR EXTENT, CONTACT THE ENGINEERS RESPONSIBLE FOR THE
WORKS. EROSION AND SEDIMENT CONTROL
1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM
EXISTING VEGATION, CONCENTRATIED FLOW, ROADS AND HAZARD
NOTE: 4. UNLESS OTHERWISE NOTED ENSURE FENCE IS LOCATED: PLAN AND DETAILS
ONLY TO BE USED AS TEMPORARY BANK WHERE MAXIMUM UPSLOPE LENGTH IS 80 METRES. I) ENTIRELY WITHIN THE PROPERTY BOUNDARY.
AREAS. II) ALONG A LINE OF CONSTANT ELEVATION WHERE POSSIBLE
2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT ELONGATED MOUNDS.
3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE CONSTRUCTION NOTES: 5.
III) 2 METRES FROM THE TOE OF A FILLING OPERATION OR BATTER SLOPES
ENSURE FENCE IS PLACED IN A MANNER THAT AVOIDS HIGH FLOW RATES ALONG THE
LESS THAN 2 METRES HIGH. 1. BUILD WITH GRADIENTS BETWEEN 1 PERCENT AND 5 PERCENT.
4. WHERE THEY ARE TO BE PLACED FOR MORE THAN 10 DAYS, STABILISE LENGTH OF THE FENCE AND UNDESIRABLE DISCHARGE OF WATER AROUND THE ENDS OF Project No. Discipline Status
2. AVOID REMOVING TREES AND SHRUBS IF POSSIBLE - WORK AROUND THEM.
FOLLOWING THE APPROVED EXCP OR SWMP TO REDUCE C-FACTOR TO THE FENCE. 20210153 CIVIL APPROVAL
3. ENSURE STRUCTURES ARE FREE FROM PROJECTIONS OR OTHER IRREGULARITIES THAT COULD
LESS THAN 0.10. 6. REMOVE SEDIMENT FENCE ONLY ONCE AREAS UPSLOPE OF SEDIMENT FENCE ARE
IMPEDE FLOW/ Designed By Drawn By Scale
5. CONSTRUCT EARTH BANKS ON THE UPSLOPE SIDE TO DIVERT WATER 4. BUILD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL CROSS SECTIONS NOT V SUFFICIENTLY STABILISED TO PREVENT EROSION. REHABILITATE AND VEGETATE (at
BRP JAC AS INDICATED A3)
AROUND STOCK PIKES AND SEDIMENT FENCES 1 TO 2 METRES SHAPED. DISTURBED GROUND AS NECESSARY TO PREVENT EROSION
DOWNSLOPE. 5. ENSURE THE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE. 7. ACCUMULATED SEDIMENT IS TO BE REMOVED IN A SUITABLE MANNER THAT WILL NOT Drawing No. Revision
CAUSE EROSION OR A POLLUTION HAZARD. A
6. COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF CONSTRUCTION. C20
Section 4
MCU
NOT FOR CONSTRUCTION
LEGEND
E 0 - 0.5m CUT AREA
3
RP52184
3
E
A
E
11
RP112204 0.5 - 1.0m CUT AREA
9.
97
E
E
11
9.
97
E
1.0 - 1.5m CUT AREA
BEAM
B3
S120 ELEVATION
SCALE 1:50 H, 1:10 V
T
12 11
E
0.
4
EE
60 9.
97
RP112204
RP112204
11
9.
STR
9
115
7 1.5 - 2.0m CUT AREA
E
S
11
121
9.
97
6
S
E
11
11
9. E
C
97 E
E
S
7
11 S
S 2.0 - 2.5m CUT AREA
B
11 11
6.
MY
11 30 5.
66
S
S
9.
E
8
9
11 7
11
9. MH: SS
8
AL
6 LL:114.51
4
S
L
11
E
11
9.
9
11 7
9.
120
S
86
119
0 - 0.5m FILL AREA
PLE
D
12
0.
27 11
6.
30
S
MA
S
2
12
11 0.5 - 1.0m FILL AREA
9.
S
86
WM
11
S
9.
ST
59
11
9.
86
RE
S
11 1.0 - 1.5m FILL AREA
5.
66
ET
11
S
9. 11
66 6.
30
11
S
9.
90
115
4
S
11
11
E
11
6 9.
MH: 9. 11 86 EW SPOT HEIGHT
B
LL:120.69 6 6 H
S
C
2
IL:1 S water re
121
12
Unit
11 31/03/2022
19.3
11 6.
y
9.9 11 30 7
9. 11
5 by coSrds
2 38
123
3
EA ID: 2557785
RPEQ: 26443
RP99323
RP99323 19
C5605
123
11
8 DO NOT SCALE, IF IN DOUBT ASK!
11 19
S
9.
66
C5605
S
D A
S
11
CUT AREA = 931.4m3
11
119
9. 9.
92 66
11
9.
FILL AREA = 206.9m3
S
92
19
12
0 BALANCE = 724.5m3 CUT
S
C5605
C5605
1 A 28/03/22 MCU ISSUE JAC BRP
SP161937
SP161937 Rev Date Description By Chk
S
EARTHWORKS NOTES 8. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 1' SOIL ENGINEERING TRACKS AND STOCKPILES AT A SUFFICIENT LEVEL TO SUPPRESS DUST GENERATION.
SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798. THE NOMINATED GEOTECHNICAL ADDITIONALLY CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES WHERE
1. FOR GENERAL NOTES REFER DWG C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR TO TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED. OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE [email protected]
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM OVER THE EXTENT SPECIFICATIONS AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE WITH A MINIMUM CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN 37 MARY ST NOOSAVILLE, QLD
OF THE WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED FOR FUTURE USE AS 150KPA BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES. COMMENCE. 07 5211 1003
NON-STRUCTURAL FILL IF REQUIRED, OR REMOVE FROM SITE. 9. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO 98% STANDARD 20. ALL BATTERS TO BE KEYED/STEPPED INTO EXISTING MATERIAL AS DIRECTED BY Client
3. COMPACT THE EXPOSED SUBGRADE OR LOOSE TOP LEVEL MATERIAL TO A MINIMUM 98% MAXIMUM DRY DENSITY (AS 1289 5.1.1) IN LAYERS NOT EXCEEDING 150MM COMPACTED GEOTECHNICAL ENGINEER. CONTRACTOR TO ALLOW FOR ALL KEYING/STEPPING AS
STANDARD MAXIMUM DRY DENSITY TO AS1289 5.1.1. ANY 'SOFT SPOTS' IDENTIFIED BY THE MARK MELVILLE
THICKNESS. REQUIRED.
PROOF ROLLING SHALL BE REMOVED AND REPLACED WITH A COMPACTED IMPORTED 10. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE CERTIFICATION THAT
Project Name
21. ALL TEMPORARY AND FINAL BATTER SLOPES ARE TO BE INSPECTED AND APPROVED BY PROPOSED NDIS ACCOMODATION
GENERAL FILL MATERIAL TO THE ABOVE COMPACTION REQUIREMENTS. ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH GEOTECHNICAL ENGINEER. CERTIFICATION OF LONG TERM STABILITY TO BE PROVIDED BY
4. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED WHERE THE DRAWINGS. GEOTECHNICAL ENGINEER PRIOR TO PRACTICAL COMPLETION.
45 MAPLE ST
NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. IMPORTED GENERAL FILL MATERIAL 11. CONTRACTOR TO UNDERTAKE ALL EARTHWORKS TESTING TO COMPLY WITH THE PROJECT 22. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ALL CONSTRUCTED
COOROY QLD 4563
SHALL BE CLEAN GRADED MATERIAL FREE OF ORGANIC MATTER AND STONES GREATER THAN SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS. CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE SITE HAVE ACHIEVED ADEQUATE
150mm AND CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO THE SPECIFIED Title
12. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN ACCORDANCE WITH STABILITY WITH A LONG-TERM FACTOR OF SAFETY GREATER THAN OR EQUAL TO 1.5 AGAINST BULK EARTHWORKS PLAN
STANDARD. THE MATERIAL SHALL HAVE A LINEAR SHRINKAGE NOT GREATER THAN 8% AND A
LANDSCAPE DRAWINGS. GEOTECHNICAL FAILURES.
MINIMUM C.B.R. OF 10%.
13. FINISHED EARTHWORKS SURFACES TO BE STABILISED 23. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF TOPSOIL LAYER.
5. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROPERTY
14. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE CONTENT. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR BUILDING SLAB THICKNESSES AND
BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF RETAINING WALL DRAINAGE
15. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING. HYDRAULIC DRAWINGS FOR SUB-FLOOR DRAINAGE FOR DETERMINATION OF REQUIRED BULK
INFRASTRUCTURE FOR RETAINING WALLS IN CUT.
EARTHWORKS SURFACE.
6. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION OF RETAINING 16. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED MANAGEMENT PLANS.
24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE OF 100mm TOPSOIL Project No. Discipline Status
WALL COLOUR AND FINISH. 17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR RETAINING WALLS 20210153 CIVIL APPROVAL
LAYER.
7. ALL RETAINING WALL STRUCTURAL DESIGN AND CONSTRUCTION CERTIFICATION BY (TEMPORARY OR PERMANENT) AS PER RELEVANT AUSTRALIAN STANDARDS AND LEGISLATION.
25. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL INVESTIGATION REPORT. Designed By Drawn By Scale
MANUFACTURER / INSTALLER. 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED ROADS, ACCESS BRP JAC AS INDICATED A3)
(at
IT IS RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM
THE SOIL CONDITIONS PRIOR TO EARTHWORKS COMMENCING. Drawing No. Revision
C30 A
The text continues on section 5.