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RFI - Attachment 2 - Engineering Plans
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PROPOSED SOCIAL HOUSING DEVELOPMENT
55 CARPENTERS ROAD, COOROY QLD 4563
Lot 2 ON RP200519
CIVIL WORKS
DRAWING SCHEDULE
Lot 2, RP200519
DRAWING NUMBER DRAWING TITLE REVISION (55 Carpenters Road)
001 COVER SHEET & LOCALITY PLAN 01
002 GENERAL NOTES 01
003 EXISTING SERVICES AND DEMOLITION LAYOUT 01
PLAN
010 ROAD AND DRAINAGE LAYOUT PLAN 01
011 ROAD LONG SECTIONS - 1 OF 2 01
012 ROAD LONG SECTIONS - 2 OF 2 01
C34 STORMWATER CATCHMENT LAYOUT PLAN 01
LOCALITY PLAN
NOT TO SCALE
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED SOCIAL HOUSING DEVELOPMENT
TITLE: STATUS:
55 CARPENTERS ROAD COVER SHEET AND FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
COOROY, QLD, 4563 JARO BAULEKA LOCALITY PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 05/09/22 FOR APPROVAL ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
N.T.S DATE: 05/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
001 21020 A1 01
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Full text of sections 2 to 5 (of 12)
Section 2
GENERAL NOTES 18. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, SOIL CONDITIONS PRIOR TO EARTHWORKS COMMENCING. UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED AT
HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. 2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 100MM 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO 3M IN
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. OVER THE EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE GEOTECHNICAL
19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY:
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STOCKPILED WHERE REQUIRED FOR FILL OF LANDSCAPING AREAS. TOPSOIL ENGINEER.
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 MATERIALS MUST NOT BE USED IN STRUCTURAL FILL. 21. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE ACHIEVED,
SETOUT THE WORKS. ASSOCIATED WITH IMPLEMENTATION OF THE TMP. 3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SOFT TEMPORARY SHORING WILL BE REQUIRED UNDER THE ADVICE OF A
MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING SUBGRADE SPECIALIST SHORING CONTRACTOR.
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT 20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE MATERIAL TO BE 22. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN ACCORDANCE REMOVED FROM SITE AT CONTRACTORS EXPENSE. SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE CARRIED
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT WITH OPW APPROVALS BY COUNCIL.
4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES SUBSTANTIAL OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ STRUCTURAL
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED
21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE VOLUMES OF WATER COMBINED WITH VIBRATORY COMPACTION EQUIPMENT. ENGINEER.
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O.
BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF CARE MUST BE TAKEN TO ENSURE THERE ARE NO IMPACTS ON 23. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT ANY
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD SURROUNDING STRUCTURES. MATERIAL TO BE COMPACTED IN CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES ON THE
THE TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND RESERVE, PARKS/OPENSPACE, EASEMENTS. ACCORDANCE WITH GEOTECHNICAL REPORT AND AS1289. SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM FACTOR OF
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT 5. A MINIMUM 150MM THICK GRANULAR WORKING PLATFORM MAY BE REQUIRED SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR SATISFACTION.
THEIR COST INCLUSIVE OF ANY ADDITIONAL COSTS INCURRED BY RECOR. 22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES. ON SOIL SUBGRADES ALONG HAUL ROADS AND LAYDOWN AREAS TO 24. EARTHWORKS LEVELS SHOWN ARE FINISHED SURFACE LEVELS INCLUSIVE
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS IMPROVE TRAFFICABILITY. SPECIFIC PLATFORM DESIGN WOULD BE OF TOPSOIL LAYER. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS 23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN REQUIRED PRIOR TO MOBILISATION AND TRAFFICKING OF ANY HEAVY BUILDING SLAB THICKNESSES AND HYDRAULIC DRAWINGS FOR SUB-FLOOR
TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND MOBILE PLANT ON THE SITE. DRAINAGE FOR DETERMINATION OF REQUIRED BULK EARTHWORKS
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CODE (2013). 6. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND COMPACTED SURFACE.
CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND LEVEL OF WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED AND AS 25. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY STANDARD SIGNS AND LINE MARKING NOTES OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM LEVEL. GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW FOR
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED MATERIAL THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO UNDERTAKE
CONTRACTOR TO LOCATE AND PROTECT SERVICES AS REQUIRED DURING 1. GENERAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM PARTICLE SIZE OF THE PRELOADING OPERATIONS.
PROPOSED WORKS. 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE 100mm AND CAPABLE OF BEING COMPACTED INTO COHERENT FILLING TO 26. REFER ARCHITECTURAL DRAWINGS FOR BUILDING SETOUT.
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL THE SPECIFIED STANDARD. THE MATERIAL SHALL HAVE A MAXIMUM
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN DEVICES (CURRENT EDITION). PLASTICITY INDEX OF 15%, A SHRINK-SWELL INDEX OF LESS THAN OR EQUAL
ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING SERVICES 2. SIGNS TO 1% AND A MINIMUM C.B.R. OF 10%. INSPECTIONS:
CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. CONTRACTOR TO 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS 7. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR AND AWAIT FORMAL NOTED OTHERWISE. CONTENT FOR STANDARD COMPACTION. BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO
DIRECTION PRIOR TO COMMENCING CIVIL WORKS. 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO 8. ANY PROPOSED RETAINING WALL WORKS MUST BE WHOLLY WITHIN THE PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE PROPERTY BOUNDARY OF THE SUBJECT SITE, INCLUDING REAR OF INSPECTIONS. SHOULD THE
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL RETAINING WALL DRAINAGE INFRASTRUCTURE FOR RETAINING WALLS IN
POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM
BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
FACE OF KERB. CUT. RETAINING WALLS ARE TO BE PREPARED IN ACCORDANCE WITH
CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND ROAD RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE INSPECTED TO
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING STRUCTURAL ENGINEERS SPECIFICATIONS, AND IN CONFORMANCE WITH
PAVEMENTS. THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE
TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO CONSTRUCTION REQUIREMENTS OF GEOTECHNICAL REPORT.
RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY THE
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING 9. REFER ARCHITECT/LANDSCAPE ARCHITECT DRAWINGS FOR CONFIRMATION
CONTRACTOR.
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR HEADLIGHT. OF RETAINING WALL COLOUR AND FINISH.
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION 3. SIGN SUPPORTS 10. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2' SOIL a. PRESTART
OF INFRASTRUCTURE OWNER/MANAGER / AUTHORITY/COUNCIL. ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF AS 3798.
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL THEY ARE IN A PAVED SURFACE. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL PROVIDE AND EROSION CONTROL MEASURES UNSUITABLE GROUND
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. 4. LINEMARKING CERTIFICATION THAT ALL GENERAL EARTHWORKS OPERATIONS HAVE BEEN
CARRIED OUT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS c. SIDE AND CUT OFF DRAINS
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
AND THE CONTROLLED FILL IS SUITABLE FOR PURPOSE TO THE REQUIRED d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. BEARING CAPACITY UNDER THE PLATFORM/STRUCTURES AS SPECIFIED BY
CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL MEASURES e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
THE GEOTECHNICAL REPORT.
NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES AND JOINTING NOTES 11. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED TO f. STORMWATER STRUCTURE BASE SLABS
INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION
98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX OF AT g. SEWER RETICULATION
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE LEAST 75% IN ACCORDANCE WITH THE GEOTECHNICAL REPORT IN LAYERS
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON REQUIREMENTS OF AS3727.1:2016. OF 250MM LOOSE THICKNESS (PRIOR TO COMPACTION). h. WATER RETICULATION
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE 2. SAW CUT JOINTS MUST BE: 12. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO TESTS i. PAVEMENT SUBGRADE
WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED 300MM IN
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL 2.1. BETWEEN
1 AND 1 OF CONCRETE PAVEMENT DEPTHS. ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE ALL
j. PAVEMENT REINFORCING
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 4 3 EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL ENGINEER k. PAVEMENT PRIOR TO SEALING (PRESEAL)
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR TO 2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. AND LOCAL AUTHORITY REQUIREMENTS.
l. RETAINING WALL FOOTING REINFORCING
NOTE COUNCILS ADAC REQUIREMENTS. 2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS. 13. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ACCORDANCE WITH LANDSCAPE DRAWINGS. m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT
ALLOW EXPANSION AND CONTRACTION MOVEMENTS. 14. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS. n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
APPROVALS.
4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO 15. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, o. PRACTICAL COMPLETION
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN MANAGEMENT PLANS.
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS. 16. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES ARE p. ON MAINTENANCE
CONSTRUCTION. 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT FENCE ETC q. OFF MAINTENANCE
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLAN.
SURFACE. r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
WORKS COMMENCING ON SITE. 17. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS OR
DEVELOPMENT APPROVAL)
6. DOWEL BARS ARE TO BE RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS
6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT AUSTRALIAN STANDARDS AND LEGISLATION. s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE
AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
400MM CENTRES 18. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON UNPAVED RELEVANT TO THEIR CERTIFICATION SCHEME
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT LEVEL TO
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT 300MM CENTRES SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS ARE TO
OF ANY WORKS ON SITE. COVER OR ENCLOSE STOCKPILES WHERE REASONABLY PRACTICAL TO
6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED 300MM CENTRES RESTRICT DUST MOVEMENT.
IN THE APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO 19. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS
ENSURE ALL TREE ROOTS AND STUMPS ARE COMPLETELY REMOVED AND DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN
BACKFILLED TO LEVEL 1 SUPERVISION. CONTRACTOR TO ALLOW TO MULCH
EARTHWORKS NOTES CONFIRMATION THAT WORKS CAN COMMENCE.
ALL CLEARED VEGETATION AND STOCKPILE ON SITE OR REMOVE FROM SITE 1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL 20. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
AS DIRECTED. INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS RECOMMENDED REQUIREMENTS OF THE GEOTECHNICAL ENGINEER AS OUTLINED IN THE
THAT THE GEOTECHNICAL CONSULTANT BE CONTACTED TO CONFIRM THE GEOTECHNICAL INVESTIGATION REPORT BY TECTONIC. TEMPORARY
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED SOCIAL HOUSING DEVELOPMENT
TITLE: STATUS:
55 CARPENTERS ROAD GENERAL NOTES FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
COOROY, QLD, 4563 JARO BAULEKA CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 05/09/22 FOR APPROVAL ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
N.T.S DATE: 05/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 21020 A1 01
Section 3
N LEGEND
EXISTING SEWER INSPECTION OPENING
EXISTING SEWER CHAMBER
EXISTING ELECTRICITY SERVICE PILLAR
10
3
113 EXISTING WATER METER
EXISTING FIRE HYDRANT
SW
3
11
ALL EXISTING TREES TO REMAIN U.N.O.
EXISTING POWER POLE
105
EXISTING 'LIVE' SEWER CHAMBER
108
SW
S EXISTING SEWERAGE LINE
S SEWERAGE LINE PROPOSED BY RAL-2011-1198
W EXISTING WATER MAINS
SW
E UNDERGROUND ELECTRICITY
S
E ELECTRICITY
W
SW STORMWATER PIPE
103
S
SW
110
WATER VALVE
S
W
STORMWATER HEADWALL
S
SW
S
EXISTING BUILDINGS, STRUCTURES AND
IMPERVIOUS SURFACES TO BE
SW
DEMOLISHED AND REMOVED OFF SITE
SW
SW
S
W
S
SW
S
W
SW
S
105
SW NOTES
8
10
SW
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE
W
REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
S
CONSTRUCTION IF NOT SUPPLIED.
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF
S
W
THE EXISTING FEATURES OF THIS SITE AND ENSURE ANY
S
S ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE
SW
INCLUDED IN THE CONTRACT.
S
S
W
S 3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON
S
SW
SURVEY, DBYD AND COUNCIL RECORDS. IT IS THE
110
SW
CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL
S
LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY
EXCAVATION OR TRENCHING WORKS.
SW
S
4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING
SW
SERVICES ON SITE PRIOR TO COMMENCEMENT OF WORKS.
5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS
PRIOR TO ANY DEMOLITION WORKS COMMENCING ON SITE.
S
SW
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE
W
SW
S
CLEARED, MULCHED AND REMOVED FROM SITE IN
ACCORDANCE WITH APPROVED VEGETATION CLEARING
S
PLAN (BY OTHERS) OR IF SCHEDULED STOCKPILE FOR USE
10
5
W
105
SW
SW BY LANDSCAPER.
S
W
W 7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE
W S W
AND MAKE SUITABLE ARRANGEMENTS TO HAVE
S
W
DISCONNECTED PRIOR TO DEMOLITION WORKS BEGINNING.
W
SW
8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS
S
DETAILED ON THIS DRAWING, THE CONTRACTOR IS TO
NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT
S
W
SW
108 WORKS CAN COMMENCE.
9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR
ADJOINING PROPERTIES AND COUNCIL ROADS AND VERGES
PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
S
W
10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING
108
S
STRUCTURES, ROADS AND SERVICES WITHIN LIMIT OF
SW
S WORKS AND REMOVE FROM SITE U.N.O.
S
11. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL
S
NECESSARY APPROVALS TO CARRY OUT SERVICES
W
RELOCATION OR ALTERATIONS.
SW
S
S
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED SOCIAL HOUSING DEVELOPMENT
W
TITLE: STATUS:
S
55 CARPENTERS ROAD EXISTING SERVICES AND FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
COOROY, QLD, 4563 JARO BAULEKA DEMOLITION LAYOUT PLAN CONSTRUCTION
W
75 NOOSA DRIVE RPEQ: 20693
01 05/09/22 FOR APPROVAL ISSUE JAC MVP JB SCALE:
NOOSA HEADS, QLD 4567 S CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:1000 DATE: 05/09/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS S IF IN DOUBT ASK
DO NOT SCALE,
003 21020 A1 01
W
S
S
Section 4
LEGEND
105
N
SW
103
W PROPOSED STORMWATER DRAINAGE
580.000
590.000
1
.000
S
A-
0800
S
1.0
11.9m 4.2%
Ø525 570
600
612L/s
0
0
.00
0
601L/s
0.0
2)
560
31.7m .1 4.2% 7)
PROPOSED FIELD INLET PIT
61
6
0
(2Ø450 2.
.00
0
00
3 1.9 L/s 0(
2 .1 /s
0.0
550
-
A u= 29 /s A- u=2 17L /s
W
K c= 29L /s
62
K c= 17L /s
00
00
Q a= 9L s
0.0
Q i=2 0L/ Q a= 7L s
0.0
Q i=1 0L/
54
Q b=
63
Q Q b=
00
00
PROPOSED HEADWALL
/s Q
0.0
0.0
4L %
56 3.7
53
S
64
.7m 0
SW
00
62 Ø45
00
0.0
0.0
SW
65
SW
09
52
SW
6.8
65
00
0.0
PROPOSED BIORETENTION GARDEN
51
)
39
2.
SW
0
9( s 00
S
/s 9 0.
5L % 4 .
A- u=1 19L /s
/ 50
14 3.6
W
.4m 5 K c= 19L /s
19 Ø37 Q a= 9L s
) Q i=1 0L/
22
S
1. Q b=
7(
W
Q 0
1 1.1 L/s .00
412L .0%
/s -
B u= 35 /s 490
6L %
23.5m450
11 3.6 K c= 35L /s
/s
1
. 9 m 75 Q a= 5L s
Ø
22 Ø3 Q i=3 0L/
113
Q b=
Q
DRAINAGE NOTES
S
) .000
2 65 480
2 .4 /s 1.
B- u=1 39L /s 4(
5 .4
W
K c= 39L /s A- u=1 6L/s s
L/s % Q a= 9L s 2K6 c=6 6L/ s
84 3.2
S
Q i=3 0L/ .0 a8=L L/ /s
Q
.3m 75 Q b= m 6
Ø Q Q1i=/s =0L
0 0
32 Ø3 70.0
S
Q 4
20.3m 3.7%
37 .0 b
W
5 Q%
358L/s
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
Ø375
)
67 00
2. ) 0.0
6( 46
0
63
11
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES
3 2.6 L/s 1.
S
-
B u= 54 /s ) 3(
K c= 54L /s 24 - 1 1.3 L/s
2.
0
Q a= 4L s 4( D u= 15 /s
00
L/s % Q i=5 0L/ 6 .9 /s K c= 15L /s
0.
36 1.0 A- u=1 50L /s
AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE SITE
45
Q b= Q a= 5L s
.4m 375 Q K c= 50L /s Q i=1 0L/
7
W
3 Ø Q a= 0L s Q b=
0
Q i=5 0L/
S
/s %
BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE
Q
00
7L .6
0.
Q b=
31 m 3 5
44
Q
S
. 37
62 1.0%
3
31 Ø
W
.8m 5
WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS
29 Ø37
0
L/s
00
0
SW
0.
4 .0 /s
S
43
B- u=7 42L /s
K c= 42L /s )
SW
Q a= 2L s 2.
47
AND SPECIFICATIONS.
0
Q i=4 0L/ 3( s
SW
00
1 )
. 00
0.
7 /
Q b= A- u=2 52L /s 3. S
42
9(
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES
Q /s K c= 52L /s
3L % 2 .6 /s
10 3.0 Q a= 2L s
L/s % D- u=2 35L /s
.4m 75 Q i=5 0L/ K c= 35L /s S
0
25 3.8
W
00
9L %
29 Ø3 Q b=
.7m 375
0.
Q a= 5L s
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO
16 1. 0
.3m 375
41
Q Q i=3 0L/
/s
) 3
2 Ø
1 Ø
) 03 Q b=
97 2.
1. 7( Q
SW
5
0
BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
SW
S
7( - 1 1.6 L/s 0.
00
8 1.6 L/s C u= 59 /s 0
69L/s.0% -
K c= 59L /s 3 .0 /s 40
m1
A u= 39 /s
K c= 39L /s Q a= 9L s D- u=7 30L /s
36.2 375 Q i=5 0L/ K c= 30L /s
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø225
Ø Q a= 9L s Q a= 0L s
Q i=3 0L/
3.9%
Q b= Q i=3 0L/
S
) Q b= Q 00
S
02
18.3m 5
118L/s
Q b= 0.0
2.
Ø37
40L/s Q Q 39
3( s
1.0%
37.9m 5
Ø37
9 . 8
A- u=1 35L /s
K c= 35L /s
Q a= 5L s
/
2.
74
) S RRJ RCP OR APPROVED EQUIVALENT.
0
10 .0 /s
A- u=7 46L /s
K c= 46L /s
Q i=3 0L/
Q b=
Q
5(
2 .4 /s
C- u=2 18L /s
K c= 18L Section 5
/s
10
5
38
0.0
00
W
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT
AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND
Q a= 6L s /s Q a= 8L s
W
Q i=4 0L/ 5L % Q i=1 0L/
10 1.2
S
Q b= Q b=
.2m 75 00
Q Q 0.0
38 Ø3
AS1992.
37
S
W
SW 8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED
SW
)
85 00
1. 0.0
79( s 36
W
3 . /
C- u=1 50L /s
0
5 .0 /s
C- u=7 39L /s
K c= 50L /s
Q a= 0L s S FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER
W
K c= 39L /s Q i=5 0L/ 00
L/s 0.0
W
64 1.0%
CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE
3
Q 1a.= 394L s Q b= 35
Q 9i=m3 0LL/s/ Q
.6m 5
Ø3 b=1.
Q 46 Ø37
S
Q75 0%
0.0
00
PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
SW
34
108
W 9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
)
78
W
2.
4(
4 .5 /s
10
C- u=2 35L /s
0
.00
STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING.
8
0
S
W
K c= 35L /s 33
Q a= 5L s
Q i=3 0L/
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE
Q b=
Q 00
0.0
32
FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER
SW
S
W
00
31
0.0
W STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
W
30
0.0
00 11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE
CLASS "D" IN ACCORDANCE WITH AS3996.
SW
12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT
00
0.0
S
W
29
BE LOOSE OR MOVE UNDER WHEEL LOADS.
W
00
0.0
28
13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
SW
27
0.0
00
ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY
S
W
GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED
W
00
0.0
MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE
26
25
0.0
00
S CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS
UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED
SW
105 00
0.0
TO.
24
W
S
S
S
0.0
00
14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH
SW W
23
THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR
S
0
S
11
00
105
22
0.0
S LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF
W
S
21
0.0
00
ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE
S CONTRACTORS EXPENSE.
10
8
0
15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
0.00
20
W
ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
W
00
The text continues on section 6.