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20220206 Elm St OPW RFI Civil Drawings
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
PROPOSED COMMERCIAL DEVELOPMENT 48 ELM STREET, COOROY, 4570, QLD Lot 1 ON RP155843 CIVIL WORKS DRAWING SCHEDULE DRAWING NUMBER DRAWING TITLE 001 COVER SHEET & LOCALITY PLAN 002 GENERAL NOTES 003 EXISTING SERVICES AND DEMOLITION LAYOUT PLAN 010 SITE LAYOUT PLAN 011 DRIVEWAY LONGITUDINAL SECTION 020 BULK EARTHWORKS LAYOUT PLAN 021 EARTHWORKS LONGITUDINAL SECTIONS 030 EROSION AND SEDIMENT CONTROL LAYOUT PLAN SITE LOCATION 031 EROSION AND SEDIMENT CONTROL DETAILS 040 STORMWATER LAYOUT PLAN 041 STORMWATER DETAILS 045 STORMWATER CATCHMENT LAYOUT PLANS 050 SEWER AND WATER CONNECTION LAYOUT PLAN 060 VEHICLE SWEPT PATHS LOCALITY PLAN NOT TO SCALE CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME: PROPOSED COMMERCIAL DEVELOPMENT IRONBARK SMSF PTY LTD TITLE: STATUS: 48 ELM STREET COVER SHEET AND FOR APPROVAL - NOT FOR © ABN 89 647 469 707 03 02 28/06/24 25/05/23 RFI UPDATE RFI UPDATE JB BP AB BP AB BP COOROY, 4570, QLD LOCALITY PLAN CONSTRUCTION 75 NOOSA DRIVE JB 01 09/02/23 OPW ISSUE BP JB SCALE: NOOSA HEADS, QLD 4567 +61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP N.T.S DRAWING NUMBER: PROJECT NUMBER: SHEET REV: SIZE: RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK 001 20220206 A1 03
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Full text of sections 2 to 4 (of 38)
Section 2
GENERAL NOTES ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT
U.N.O. TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
16. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES
CONTRACTOR. CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY TO COMMENCEMENT OF ANY WORKS ON SITE. IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
ACCURATELY SETOUT THE WORKS. 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES
17. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN. SURFACE.
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT 6. DOWEL BARS ARE TO BE
COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION.
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. STOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. 400MM CENTRES
6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT
3. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED 18. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, 300MM CENTRES
OUTSIDE OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS.
SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS, THE 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT
CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY 19. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT 300MM CENTRES
ADDITIONAL COSTS INCURRED BY RECOR. AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN
FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO
4. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE
INSPECTIONS:
SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY TMP. THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ACCURACY AND BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR
COMPLETENESS OF THIS INFORMATION. IT IS THE RESPONSIBILITY OF 20. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL
IS TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN
INSPECTIONS. SHOULD THE
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY ACCORDANCE WITH OPW APPROVALS BY COUNCIL.
WORKS. ANY DISCREPANCIES SHALL BE REPORTED TO THE CONTRACTOR FAIL TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE
21. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE
SUPERINTENDENT. CONTRACTOR TO LOCATE AND PROTECT SERVICES RESPONSIBLE FOR ALL COSTS TO ALLOW FOR THE WORKS TO BE
BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF
AS REQUIRED DURING PROPOSED WORKS. INSPECTED TO THE SATISFACTION OF RECOR. ANY INSPECTIONS THAT FAIL
THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, ROAD
ARE TO BE RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID BY
5. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND RESERVE, PARKS/OPENSPACE, EASEMENTS.
THE CONTRACTOR.
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS 22. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING a. PRESTART
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES.
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
23. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS.
AND CONSTRUCTION CODE (2013). c. SIDE AND CUT OFF DRAINS
6. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS
d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS,
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND STANDARD SIGNS AND LINE MARKING NOTES e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
ROAD PAVEMENTS. 1. GENERAL f. STORMWATER STRUCTURE BASE SLABS
7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH g. PAVEMENT SUBGRADE
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE CONTROL DEVICES (CURRENT EDITION). h. PAVEMENT REINFORCING
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / 2. SIGNS i. PAVEMENT PRIOR TO SEALING (PRESEAL)
AUTHORITY/COUNCIL. 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS
j. RETAINING WALL FOOTING REINFORCING
8. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL NOTED OTHERWISE.
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO k. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL
EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE l. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
9. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN
POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR m. PRACTICAL COMPLETION
FACE OF KERB.
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING n. ON MAINTENANCE
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS
o. OFF MAINTENANCE
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING
HEADLIGHT. p. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
REQUIRED.
3. SIGN SUPPORTS DEVELOPMENT APPROVAL)
10. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND
WHERE THEY ARE IN A PAVED SURFACE.
RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
4. LINEMARKING
11. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR CONTRACTOR
TO NOTE COUNCILS ADAC REQUIREMENTS.
JOINTING NOTES
12. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH
RELEVANT APPROVALS.
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE
13. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, REQUIREMENTS OF AS3727.1:2016.
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL 2. SAW CUT JOINTS MUST BE:
CONSTRUCTION.
2.1. BETWEEN 1 AND 1 OF CONCRETE PAVEMENT DEPTHS.
14. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR 4 3
DEMOLITION WORKS COMMENCING ON SITE. 2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
15. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, 2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE
POURS.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET GENERAL NOTES FOR APPROVAL - NOT FOR
© ABN 89 647 469 707 03
02
28/06/24
25/05/23
RFI UPDATE
RFI UPDATE
JB
BP
AB
BP
AB
BP COOROY, 4570, QLD CONSTRUCTION
75 NOOSA DRIVE JB
01 09/02/23 OPW ISSUE BP JB SCALE:
NOOSA HEADS, QLD 4567
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
N.T.S DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
002 20220206 A1 03
Section 3
dWM
dWM
dE
dTU
dOF
N LEGEND
dWM
dE
dWM
dTU
dOF
10.5 EXISTING CONTOURS MAJOR (0.5m INTERVAL)
dE
EXISTING SW INLET PIT
dWM
TREET
PEARL S
SL: 107.1m AHD EXISTING CONTOURS MINOR (0.1m INTERVAL)
IL: 106.44m AHD
dWM
dE
dTU
O O O O O O O O O O O O
dOF
EXISTING TREES TO BE EXISTING RETAINING WALL
FELLED, MULCHED AND / / / / / / / / / / / / / /
dWM
REMOVED OFFSITE U.N.O EXISTING BUILDING
dE
//// //// //// //// ////
EXISTING EDGE OF PAVEMENT
d WM
CP
Ø300 R
dTU
dOF
EXISTING FOOTPATH TO BE DEMOLISHED
(D) PROPERTY BOUNDARY
/
///
(D)
dE
dWM
EXISTING PARKING BAY
////
dS dS
/
EXISTING SEWER (BYDA)
///
AND KERB TO BE
EXISTING PARKING BAY
dWM
////
DEMOLISHED
/
///
dWM dWM EXISTING WATER MAIN (BYDA)
dTU
dOF
AND KERB TO BE
////
dE
(D)
DEMOLISHED
/
///
////
dE dE dE EXISTING OVERHEAD ELECTRICITY (BYDA)
////
dWM
/
///
C
Ø150 A EXISTING STORMWATER (BYDA)
(D)
D D
dE
////
////
05.84
dWM
USIL: 1
dTU
dOF
04.48
/
///
////
dS
/
DSIL: 1
////
/ //
dTU dTU EXISTING COMMUNICATIONS (BYDA)
dS
////
/
////
////
dS
/
/
/
(D)
///
///
/
/ //
dS
dE
dWM /
dE dOF dOF EXISTING OPTIC FIBRE (BYDA)
////
////
dS
/
108.5 dS dE
////
dE
/
Section 4
/
///
dS dE
/
dWM
dE EXTENT OF CIVIL WORKS
dTU
dOF
/
dE
////
////
////
(D)
/
///
/
dE
dE
dE
/
////
dE
/
////
//// dE
////
dWM
dE
/
EXISTING WATER VALVE dE
/
///
/
////
dE
(D)
////
dWM
////
(NOT LOCATED)
/
////
10 dE
/// /
dTU
dE
dE
dS
dTU
dWM
/
dOF
7.
/
///
dE dWM
dTU
5
/
dE dWM
dTU
/
////
////
dE
////
dWM
/
dTU
////
/
dE
///
(D)
dE
////
/
dTU
////
dE dWM
dWM
////
/
dE
dTU
////
dE dWM
/
////
dE
dTU
dWM
/
////
dS
dE dTU
dWM
////
dTU
dE
dOF
dWM
////
dE
/
dTU
dWM 10
(D)
dE dTU 7.5
dE dWM
/
dE
dTU
dE dWM
////
dE C
////
Ø200 A
dTU
dWM
////
EXISTING SIGN dE
////
108.0
dWM
/
dTU
dE dWMWM
dS
dE
(D)
dTU
dE dWM
/
////
dTU
////
dTU
////
dOF
dWM
////
////
dWM
dE dTU
dWM EXISTING EASEMENT
The text continues on section 5.