Original source · versioned page text
20210080 522 Cooroy Mtn Rd IFC drawings
PROPOSED DRIVEWAY UPGRADE
522 COOROY MOUNTAIN ROAD, COOROY MOUNTAIN
522 ON 9RP864130
CIVIL WORKS
491
DRAWING INDEX 1638RP902161
DRAWING NUMBER DRAWING TITLE
551
62SP194122
C001 COVER SHEET AND DRAWING INDEX
SITE LOCATION
C002 GENERAL NOTES
C010 EXISTING FEATURES PLAN
A IN R OAD
C020 GENERAL ARRANGEMENT PLAN MO U N T
Y
COORO
C030 DRIVEWAY LONGITUDINAL AND TYPICAL SECTIONS
C033 DRIVEWAY SETOUT PLAN 1
RP8641
30
C050 EROSION AND SEDIMENT CONTROL PLAN 21
D
SP2889
41
C051 EROSION AND SEDIMENT CONTROL NOTES A
O
R
IN
TA
N
U
O
M
Y
O
R
O
O
C
522 578
9RP864130 21SP288941
LOCALITY PLAN
North Point Approved Project Address Title
522 COOROY MOUNTAIN RD COVER SHEET AND DRAWING INDEX
ADAM BROUGHTON RPEQ 8915
COOROY MOUNTAIN
N
For and on behalf of RECOR Pty Ltd.
Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 10.07.24 ISSUE FOR CONSTRUCTION AB MP www.recor.au | ABN 89 647 469 707 TRAVIS MCCARTHY PROPOSED DRIVEWAY UPGRADE A1
A 23.04.24 ISSUE FOR OPW APPROVAL DK AB
N.T.S. COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
20210080 C001 B
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description.
Preview the original
The page text is free to read. Previews and downloads of original files need an account.
Log in to previewLog in to download the original (20210080 522 Cooroy Mtn Rd IFC drawings.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of pages 2 to 7 (of 8)
Page 2
GENERAL NOTES ANDSTOCKPILE ON SITE OR REMOVE FROM SITE AS DIRECTED. INSPECTIONS:
19. DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECT, SURVEYOR, 7. ALL EARTHWORKS OPERATIONS SHALL BE CARRIED OUT WITH 'LEVEL 2'
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. HYDRAULICS, ETC. CONSULTANT AND CONTRACTOR DRAWINGS. THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS
SOIL ENGINEERING SUPERVISION IN ACCORDANCE WITH APPENDIX B OF BEFORE ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE AS 3798. THE NOMINATED GEOTECHNICAL TESTING AUTHORITY SHALL IS TO PROVIDE A MINIMUM OF 72 HOURS NOTICE TO RECOR FOR REQUIRED
20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT
CONTRACTOR. CONTRACTOR TO ALLOW FOR ALL MEANS NECESSARY PROVIDE CERTIFICATION THAT ALL GENERAL EARTHWORKS INSPECTIONS. SHOULD THE CONTRACTOR FAIL TO REQUEST AN
AUTHORITY: ROAD OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN
TO ACCURATELY SETOUT THE WORKS. OPERATIONS HAVE BEEN CARRIED OUT IN ACCORDANCE WITH THE INSPECTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO
FOR ALL WORKS WITHIN COUNCIL ROAD RESERVES. CONTRACTOR TO
ALLOW FOR THE WORKS TO BE INSPECTED TO THE SATISFACTION OF
ALLOW FOR ALL COSTS ASSOCIATED WITH IMPLEMENTATION OF THE DRAWINGS AND SPECIFICATIONS AND THE CONTROLLED FILL IS
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT RECOR. ANY INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH ALL
TMP. SUITABLE FOR PURPOSE TO THE REQUIRED BEARING CAPACITY UNDER
SPECIFICATIONS AND WHERE FURTHER DETAILS ARE REQUIRED THE REINSPECTION COSTS TO BE PAID BY THE CONTRACTOR.
THE PLATFORM/STRUCTURES AS SPECIFIED BY THE GEOTECHNICAL
CONTRACTOR SHALL REFER TO NOOSA SHIRE COUNCIL DEVELOPMENT 21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL
GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES, ASSOCIATED REPORT. a.PRESTART
AUTHORITY APPROVALS RECEIVED FOR THE PROJECT AND IN
STANDARD DRAWINGS AND SPECIFICATIONS U.N.O. ACCORDANCE WITH OPW APPROVALS BY COUNCIL.
8. ALL EARTHWORKS FILL AND EXCAVATED AREAS SHALL BE COMPACTED b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED 22. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE TO 98% STANDARD MAXIMUM DRY DENSITY OR A DRY DENSITY INDEX SEDIMENT AND EROSION CONTROL MEASURES UNSUITABLE GROUND
OUTSIDE OF THE TOLERANCES SPECIFIED WITHIN THE PROJECT BOUNDARY WITHOUT FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF AT LEAST 75% IN LAYERS OF 250MM LOOSE THICKNESS (PRIOR TO
SPECIFICATION AND LOCAL AUTHORITY REQUIREMENTS, THE OF THAT LAND INCLUDING BUT NOT LIMITED TO PRIVATE PROPERTY, c. SIDE AND CUT OFF DRAINS
COMPACTION).
CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS.
ADDITIONAL COSTS INCURRED BY RECOR.
9. COMPACTION TESTING TO BE CARRIED OUT AT A MINIMUM OF TWO d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL
23. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND TESTS PER VERTICAL LIFT WHERE STRUCTURAL FILL HEIGHTS EXCEED
DRAWINGS AND APPROVALS ON SITE AT ALL TIMES.
AS SUCH THEIR ACCURACY CANNOT BE GUARANTEED. NO 300MM IN ACCORDANCE WITH AS3798. CONTRACTOR TO UNDERTAKE e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT
RESPONSIBILITY IS TAKEN BY RECOR OR THE PRINCIPAL FOR THE ALL EARTHWORKS TESTING IN ACCORDANCE WITH GEOTECHNICAL
24. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ENGINEER AND LOCAL AUTHORITY REQUIREMENTS.
ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE f. STORMWATER STRUCTURE BASE SLABS
ACCORDANCE WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH
AND CONSTRUCTION CODE (2013).
THE LOCATION AND LEVEL OF ALL EXISTING SERVICES PRIOR THE 10. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE TREATED IN
COMMENCEMENT OF ANY WORKS. ANY DISCREPANCIES SHALL BE ACCORDANCE WITH LANDSCAPE DRAWINGS. g. SEWER RETICULATION
REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO LOCATE AND
PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. JOINTING NOTES 11. ALL NEW WORKS TO MATCH NEATLY INTO EXISTING LEVELS. h. WATER RETICULATION
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND 12. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH APPROVED i. PAVEMENT SUBGRADE
REQUIREMENTS OF AS3727.1:2016.
SURVEY ALL CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS MANAGEMENT PLANS.
2. SAW CUT JOINTS MUST BE:
SHOWN ON THE DRAWINGS INCLUDING ANY POTENTIAL EXISTING
SERVICES CLASHES PRIOR TO COMMENCEMENT OF CIVIL WORKS. a. BETWEEN 1 AND 1 OF CONCRETE PAVEMENT DEPTHS. 13. CONTRACTOR TO ENSURE SUITABLE EROSION CONTROL MEASURES
j. PAVEMENT REINFORCING
4 3
CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKE DOWNS, SILT
RECOR AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL b. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD. FENCE ETC IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL k. PAVEMENT PRIOR TO SEALING (PRESEAL)
WORKS. PLAN
c. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT l. STEEL REINFORCEMENT OF CONCRETE STRUCTURES
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS 14. ADEQUATE SAFETY FENCING/BARRIERS TO BE APPLIED TO ALL BATTERS
TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
SHALL BE RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, OR RETAINING WALLS (TEMPORARY OR PERMANENT) AS PER RELEVANT
4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO m. PRACTICAL COMPLETION
FOOTPATHS, CONCRETE AREAS, GRAVEL AREAS, GRASSED AREAS AND AUSTRALIAN STANDARDS AND LEGISLATION.
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES
ROAD PAVEMENTS.
IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES 15. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON n. ON MAINTENANCE
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR SURFACE. LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY CONTRACTORS o. OFF MAINTENANCE
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE 6. DOWEL BARS ARE TO BE ARE TO COVER OR ENCLOSE STOCKPILES WHERE REASONABLY
SATISFACTION OF INFRASTRUCTURE OWNER/MANAGER / a. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT PRACTICAL TO RESTRICT DUST MOVEMENT.
AUTHORITY/COUNCIL. p. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER
400MM CENTRES DEVELOPMENT APPROVAL)
b. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 16. ALL EXCAVATIONS ARE TO BE CONDUCTED IN ACCORDANCE WITH THE
9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. TEMPORARY
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. 300MM CENTRES UNSURCHARGED CUTS IN LOOSE TO VERY LOOSE SAND TO BE FORMED
c. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT AT 1V:2H, AND IN MEDIUM DENSE SAND AT 1V:1H FOR BATTERS UP TO
10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN 300MM CENTRES 3M IN HEIGHT. DEEPER CUTS ARE TO BE ASSESSED BY THE
CLOSE PROXIMITY TO NEIGHBOURING LOT BOUNDARIES OR GEOTECHNICAL ENGINEER.
INFRASTRUCTURE, CONTRACTOR TO ALLOW IN SCOPE OF WORKS TO
PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EARTHWORKS NOTES 17. WHERE THE ABOVE TEMPORARY BATTER SLOPES CAN NOT BE
EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE ACHIEVED, TEMPORARY SHORING WILL BE REQUIRED UNDER THE
1. FOR DETAILED GEOTECHNICAL INFORMATION, REFER GEOTECHNICAL
USE OF LOW VIBRATION EQUIPMENT, TRENCH SHORING ETC AS ADVICE OF A SPECIALIST SHORING CONTRACTOR.
INVESTIGATION REPORT BY GEOTECHNICAL ENGINEER. IT IS
REQUIRED.
RECOMMENDED THAT THE GEOTECHNICAL CONSULTANT BE
CONTACTED TO CONFIRM THE SOIL CONDITIONS PRIOR TO 18. EXCAVATIONS IN PROXIMITY TO EXISTING STRUCTURES WILL REQUIRE
11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON EARTHWORKS COMMENCING. SPECIFIC DESIGN TO PREVENT UNDERMINING WHICH SHOULD BE
THESE DRAWINGS, THE CONTRACTOR IS TO NOTIFY RECOR AND CARRIED OUT BY A SUITABLY QUALIFIED AND EXPERIENCED RPEQ
RECEIVE WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE. STRUCTURAL ENGINEER.
2. GRASS AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF
100MM OVER THE EXTENT OF THE WORKS UNLESS DIRECTED
12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL OTHERWISE AND STOCKPILED WHERE REQUIRED FOR FILL OF 19. CONTRACTOR'S RPEQ GEOTECHNICAL ENGINEER IS TO CONFIRM THAT
CONSTRUCTED WORKS IN ACCORDANCE WITH LOCAL GOVERNMENT LANDSCAPING AREAS. TOPSOIL MATERIALS MUST NOT BE USED IN ANY CONSTRUCTED CUT/FILL BATTERS AND RETAINING STRUCTURES
REQUIREMENTS. UNLESS OTHERWISE ADVISED BY RECOR STRUCTURAL FILL. ON THE SITE HAVE ACHIEVED ADEQUATE STABILITY WITH A LONG-TERM
CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS. FACTOR OF SAFETY AGAINST GEOTECHNICAL FAILURES TO THEIR
3. UNSUITABLE NATURAL MATERIALS SUCH AS SATURATED, LOOSE OR SATISFACTION.
13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH SOFT MATERIALS ENCOUNTERED SHOULD BE REMOVED DURING
RELEVANT APPROVALS. SUBGRADE PREPARATION FOR BULK EARTHWORKS. ALL UNSUITABLE 20. ANY PRELOADING REQUIRED IS TO OCCUR IN ACCORDANCE WITH THE
MATERIAL TO BE REMOVED FROM SITE AT CONTRACTORS EXPENSE. GEOTECHNICAL ENGINEERS REQUIREMENTS. CONTRACTOR TO ALLOW
14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, FOR THE IMPORT AND REMOVAL OF ALL NECESSARY MATERIAL TO
LANDSCAPE AND OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL 4. COMPACTION OF THE EXPOSED SAND SUBGRADE REQUIRES UNDERTAKE THE PRELOADING OPERATIONS.
CONSTRUCTION. SUBSTANTIAL VOLUMES OF WATER COMBINED WITH VIBRATORY
COMPACTION EQUIPMENT. CARE MUST BE TAKEN TO ENSURE THERE
15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR ARE NO IMPACTS ON SURROUNDING STRUCTURES. MATERIAL TO BE
DEMOLITION WORKS COMMENCING ON SITE. COMPACTED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND
AS1289.
16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES,
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM 5. IMPORTED GENERAL FILL MATERIAL SHALL BE SUPPLIED AND
SITE U.N.O. COMPACTED WHERE UNSUITABLE NATURAL MATERIALS ARE LOCATED
AND AS OTHERWISE NECESSARY TO OBTAIN SUBGRADE/PLATFORM
17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING LEVEL. IMPORTED GENERAL FILL MATERIAL SHALL BE CLEAN GRADED
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO MATERIAL FREE OF ORGANIC MATTER AND STONES, WITH MAXIMUM
COMMENCEMENT OF ANY WORKS ON SITE. PARTICLE SIZE OF 100MM AND CAPABLE OF BEING COMPACTED INTO
COHERENT FILLING TO THE SPECIFIED STANDARD. THE MATERIAL
SERVICE LOCATIONS 18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS
IDENTIFIED IN THE APPROVED VEGETATION MANAGEMENT PLAN.
SHALL HAVE A MAXIMUM PLASTICITY INDEX OF 15%, A SHRINK-SWELL
INDEX OF LESS THAN OR EQUAL TO 1% AND A MINIMUM C.B.R. OF 10%.
IT IS THE RESPONSIBILITY OF THE PRINCIPAL CONTRACTOR TO ENSURE ALL TREE ROOTS AND STUMPS ARE
COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION. 6. ALL EARTHWORKS TO BE CARRIED OUT AT +/- 2% OPTIMUM MOISTURE
CONTRACTOR TO CONTACT ALL RELEVANT CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION CONTENT FOR STANDARD COMPACTION.
SERVICE AUTHORITIES TO VERIFY THE
LOCATION OF ALL EXISTING SERVICES PRIOR
TO THE START OF CONSTRUCTION
ENERGY SERVICE PROVIDERS TELECOMMUNICATIONS
AGL SERVICE PROVIDERS elstra Manual of Uniform Traffic Control Devices
AUSTRALIA
ERGON. 60
ENERGY
energex ' yes' Telstra
WARNING: OPTIC FIBRE
visionstream km/h
origin OPTUS
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
NOTE: ALL SIGNS & LINE MARKING TO BE IN
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO ACCORDANCE WITH THE MANUAL OF
PRIOR TO START OF CONSTRUCTION. PHONE DBYD PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS. SERVICE LOCATIONS ON 1100 FOR DETAILS.
BE CONFIRMED PRIOR TO START OF CONSTRUCTION. UNIFORM TRAFFIC CONTROL DEVICES.
North Point Approved Project Address Title
522 COOROY MOUNTAIN RD GENERAL NOTES
ADAM BROUGHTON RPEQ 8915
COOROY MOUNTAIN
For and on behalf of RECOR Pty Ltd.
Scale ENGINEERING + PROJECT SERVICES Client Details PROJECT NAME: Sheet Size
SUNSHINE COAST | BRISBANE
B 10.07.24 ISSUE FOR CONSTRUCTION AB MP www.recor.au | ABN 89 647 469 707 TRAVIS MCCARTHY PROPOSED DRIVEWAY UPGRADE A1
A 23.04.24 ISSUE FOR OPW APPROVAL DK AB
N.T.S. COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
20210080 C002 B
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description.
Page 3
491 EXISTING
EXISTING
1638RP902161 CULVERT TO BE
CENTRE LINE
DEMOLISHED
//// //// //// //// //// //// //// //// //// //// //// //// //// //// //// //// ////
//// //// //// //// //// //// //// ////
//// //// //// //// //// //// ////
//// //// //// //// ////
//// //// ////
//// //// ////
//// ////
//// //// ////
//// //// ////
//// ////
//// //// ////
COOROY MOUNTAIN ROAD
//// //// ////
//// ////
//// ////
//// //// ////
.0
//// ////
100
//// //// ////
//// ////
////
////
5
98.
/
///
/
///
/
///
/ //// //// ////
/// //// //// //// //// //// 0
98.
//// //// //// //// //// //// //// //// //// //// //// //// ////
/ //// //// 99.0 //// //// //// //// //// ////
/// //// //// ////
/
/ //// //// ////
/
///
/// //// //// ////
/
////
//
//
////
////
/// //// //// //// ////
//
/ //// //// //// ////
//// ////
/
//
////
//// ////
///
//
////
//
//// ////
//
////
////
//// D D 97.5 //// ////
//// D ////
7.0
//
//// ////
99 9
////
////
//
////
.5
////
////
///
D
//
//// D
D
//
/
////
////
100.
//
///
/ 98.0
///
.0
//
5
//
1 /
10
//
///
/
////
/
//
///
///
//
//
/
///
//
/
/
//
///
////
//
//
///
/
/// BENCH MARK
//
/
/
/
///
/
EDGE OF
//
(PEG)
/
/
//
///
///
///
//
/
/// UNSEALED ROAD
//
R.L.= 100.00
/
//
/
///
///
/
////
/
100
//
/
/
///
/
///
.0
/
/
/
///
////
//
EXISTING
/
///
CULVERT TO BE
//
////
//
////
/
DEMOLISHED
///
/
///
////
////
/
///
/
///
////
////
/
///
/
///
////
////
/
///
/
///
////
/
////
///
/
///
////
/
////
///
/
///
101.
////
/
///
////
/
5
///
/
////
///
////
/
101.0
///
/
////
///
10
////
/
///
0.5
/
/
///
////
/
/
/
////
/
///
/
99.0
99.
/ / / /
/
5
/
///
/
////
/
/
/
////
///
/ / / / / / /
////
////
97
.5
/ / /
5
/ / /
98.
/
////
/ / / / /
////
/ / / / / / / / / / / / / / / / / / /
////
/ / / /
////
/ / / / /
EXISTING DRIVEWAY
/ / / / / / / / / / / / / / /
(DRIVEWAY 2)
/ / /
////
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING
FENCE
PROPERTY EXISTING DRIVEWAY
BOUNDARY (DRIVEWAY 1)
NOTES:
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE REQUESTED AND
7. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE 522
SUITABLE ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO
VIEWED PRIOR TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
DEMOLITION WORKS BEGINNING.
9RP864130
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING
8. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON
FEATURES OF THIS SITE AND ENSURE ANY ADDITIONAL WORKS NOT
THIS DRAWING, THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE
SHOWN ON THIS PLAN ARE INCLUDED IN THE CONTRACT.
WRITTEN CONFIRMATION THAT WORKS CAN COMMENCE.
3. LOCATION AND DEPTH OF EXISTING SERVICES BASED ON SURVEY, DBYD LEGEND:
9. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING
AND COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO
PROPERTIES AND COUNCIL ROADS AND VERGES PRIOR TO PROPERTY BOUNDARY
CONFIRM ACTUAL LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY
COMMENCEMENT OF ANY WORKS ON SITE.
EXCAVATION OR TRENCHING WORKS. 100 EXISTING MAJOR CONTOUR (0.5m INTERVAL)
10. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES,
4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE EXISTING MINOR CONTOUR (0.1m INTERVAL)
ROADS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE
PRIOR TO COMMENCEMENT OF WORKS.
U.N.O. //// //// //// //// ////
EXISTING EDGE OF PAVEMENT
5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO ANY
11. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY
NOTE:
DEMOLITION WORKS COMMENCING ON SITE. EXISTING INVERT OF TABLE DRAIN
APPROVALS TO CARRY OUT SERVICES RELOCATION OR ALTERATIONS. EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS,
ALL IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED D D EXISTING STORMWATER DRAINAGE
12. SURVEY UNDERTAKEN BY MAX WATTERSON & ASSOCIATES (REF BUT NOT LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS,
AND REMOVED FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
20-5302AA). ASSUMED DATUM WAS ADOPTED FOR THE PROJECT. REFER TO
CLEARING PLAN (BY OTHERS) OR IF SCHEDULED STOCKPILE FOR USE BY EXISTING TREE REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR
ORIGINAL SURVEY FOR SET OUT.
LANDSCAPER. TO ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN ACCORDANCE WITH
RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS
North Point Approved Project Address Title
522 COOROY MOUNTAIN RD EXISTING FEATURES PLAN
ADAM BROUGHTON RPEQ 8915
COOROY MOUNTAIN
N
For and on behalf of RECOR Pty Ltd.
Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 10.07.24 ISSUE FOR CONSTRUCTION AB MP SCALE
1 0 1 2 3 4 5
(metres)
www.recor.au | ABN 89 647 469 707 TRAVIS MCCARTHY PROPOSED DRIVEWAY UPGRADE A1
1 : 100 (FULL SIZE) Project Number Drawing Number Revision
A 23.04.24 ISSUE FOR OPW APPROVAL DK AB COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
20210080 C010 B
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description.
Page 4
JOIN NEATLY TO 491
JOIN NEATLY TO
EXISTING ROAD EXISTING ROAD 1638RP902161
COOROY MOUNTAIN ROAD
0.000 0.000
| £608,924
PRECAST HEADWALLS
AND ROCK PROTECTION
AT INLET AND OUTLETS
EXISTING ROAD
CENTRE LINE
EXISTING EDGE OF
UNSEALED ROAD
PROPOSED
ct 44.23 TABLE DRAIN
PROPOSED 375mm DIA CULVERT PROPOSED 375mm DIA CULVERT
UIL 99.41 UIL 97.75
DIL 99.08 DIL 97.46
GRADE 3% GRADE 3.4%
DRIVEWAY 1
CONTROL LINE
DRIVEWAY 2
CONTROL LINE
<2, 669 / /|
JOIN NEATLY TO
EXISTING
DRIVEWAY PROPERTY 95.076
BOUNDARY 522
9RP864130
JOIN NEATLY TO
EXISTING
DRIVEWAY
LEGEND:
— ——-__ CONTROL LINE
100 ————————__ MAJOR DESIGN CONTOUR (0.5m INTERVAL)
—- eee er MINOR DESIGN CONTOUR (0.1m INTERVAL)
—~~(D)---{D)---(D}—— _ PROPOSED STORMWATER DRAINAGE
NOTES:
1. REFER TO DRAWING C010 FOR EXISTING FEATURES LEGEND
2. PROPOSED CULVERTS AND HEADWALLS TO BE
CONSTRUCTED IN ACCORDANCE WITH IPWEAQ STD DWG
RS-056.
North Pont [Approved Soe aman aman Project Address Title
Me 4 wll, megem [522 COOROY MOUNTAIN RD GENERAL ARRANGEMENT PLAN
= r -
. o, = see: (COOROY MOUNTAIN
ADAM BROUGHTON RPEQ 8915 150900141 18014001 o q X Be =“
For and on behalf of RECOR Pty Ltd. QUALITY ENVIRONMENT OH&S
N Scale SA NSRINE COAST |BRISBANE Client Details Project Name Sheet Size
B | 10.07.24 | ISSUE FOR CONSTRUCTION AB MP SCALE Keeps pe (metres) www.recor.au | ABN 89 647 469 707 TRAVIS MCCARTHY PROPOSED DRIVEWAY UPGRADE A1
A 23.04.24 | ISSUE FOR OPW APPROVAL DK AB 1: 100 (FULL SIZE) COPYRIGHT © This drawing 's subject fo copyright in accordance with the agreement between RECOR Pty Lid and RECOR's Project Number Drawing Number Revision
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Descri ption Drawn Check DO NOT SCALE, IF IN DOUBT ASK ‘Issued For Construction’ in the revision description. 2021 0080 C020 B
Page 5
CREST CH 18.785 HT 98.88
DRVIEWAY 1 CONTROL LINE SETOUT
IP CH 18.973 HT 98.893
IP CH 12.057 HT 98.824
IP CH 25.076 HT 98.822
IP CH -0.000 HT 98.583
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
SAG CH 5.314 HT 98.265
16.473 HT 98.868
21.473 HT 98.864
14.557 HT 98.849
IP 1 0.000 2381.137 8223.556 98.583 177°18'56.66"
Drainage Line
IP CH 5.982 HT 98.095
9.557 HT 98.524
9.482 HT 98.515
2.482 HT 98.381
TC 5.281 2381.385 8218.280 98.265 177°18'56.66"
DESIGN SURFACE
IP 2 8.259 2381.524 8215.301 98.390 R = -40.000 5.955 8°31'49.21"
10.000 2381.883 8213.590 98.575 170°33'21.88"
EXISTING SURFACE
CT 11.236 2382.104 8212.374 98.695 168°47'07.45"
20.000 2383.809 8203.778 98.877 168°47'07.45"
Horiz Curve Data R-40m
IP 3 25.076 2384.796 8198.799 98.822 168°47'07.45"
Vertical Geometry Grade (%) -8.150 % 12.000 % 1.000 % -1.163 %
Vertical Grade Length 5.982m 6.075m 6.916m 6.102m
Vertical Curve Length (m) 7.000m VC 5.000m VC 5.000m VC
Vertical Curve K Value K 0.347 K 0.455 K 2.311 DRIVEWAY 2 CONTROL LINE SETOUT
DATUM R.L. 96.00 PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 2347.775 8223.443 100.204 176°50'32.85"
DEPTH TO
TC 3.200 2347.951 8220.247 99.972 176°50'32.85"
-0.354
-0.336
-0.329
-0.162
-0.019
-0.034
-0.000
-0.000
-0.000
NATURAL SURFACE
0.000
0.000
5.000 2347.969 8218.448 99.908 181°59'56.51"
IP 2 7.802 2348.209 8215.570 100.014 R = 20.000 9.203 26°21'54.46"
DESIGN HEIGHT
98.583
98.381
98.265
98.515
98.524
98.695
98.849
98.868
98.864
98.823
98.822
10.000 2347.175 8213.525 100.273 196°19'22.71"
CT 12.403 2346.363 8211.265 100.633 203°12'27.31"
NATURAL SURFACE 15.000 2345.340 8208.878 100.980 203°12'27.31"
98.583
98.381
98.619
98.851
98.853
98.857
98.831
98.834
98.864
98.823
98.822
20.000 2343.369 8204.282 101.292 203°12'27.31"
IP 3 22.668 2342.318 8201.830 101.406 203°12'27.31"
CHAINAGE
11.236
14.557
16.473
21.473
25.076
2.482
5.281
9.482
9.557
25
-0
DRIVEWAY 1 LONG SECTION
HORIZONTAL SCALE 1:100
VERTICAL SCALE 1:50
IP CH 22.668 HT 101.406
IP CH 15.509 HT 101.099
18.009 HT 101.206
IP CH -0.000 HT 100.204
13.009 HT 100.724
SAG CH 5.208 HT 99.907
Drainage Line
9.919 HT 100.261
IP CH 6.419 HT 99.736
2.919 HT 99.991
CONTROL LINE
Horiz Curve Data R20m
Vertical Geometry Grade (%) -7.291 % 15.000 % 4.281 %
Vertical Grade Length 6.419m 9.091m 7.159m DRIVEWAY
WIDTH VARIES
Vertical Curve Length (m) 7.000m VC 5.000m VC DESIGN SURFACE
EXISTING SURFACE
Vertical Curve K Value K 0.314 K 0.466
TWO COAT (14mm / 7mm) C170 BITUMEN SEAL
DATUM R.L. 97.50 125mm TYPE 2.1 CBR 80 BASECOURSE
DEPTH TO 3%
3%
-0.021
-0.592
-0.344
-0.277
-0.000
-0.000
NATURAL SURFACE
0.000
0.000
DESIGN HEIGHT 1 in 2 BATTER
100.204
100.261
100.633
100.724
101.206
101.406
99.991
99.972
1 in 4 BATTER 1 in 4 BATTER
1 in 4 BATTER
TURFED SWALE DRAIN
NATURAL SURFACE
100.204
100.853
100.977
101.002
101.206
101.406
TURFED SWALE DRAIN
99.991
99.951
CHAINAGE
12.403
13.009
18.009
22.668
2.919
9.919
3.2
-0
DRIVEWAY 2 LONG SECTION DRIVEWAY TYPICAL SECTION 0.2 0 0.2 0.4 0.6 0.8 1.0
HORIZONTAL SCALE 1:100
SCALE 1:20 SCALE (metres)
VERTICAL SCALE 1:50 1 : 20 (FULL SIZE)
North Point Approved Project Address Title
522 COOROY MOUNTAIN RD DRIVEWAY LONGITUDINAL AND TYPICAL SECTIONS
COOROY MOUNTAIN
ADAM BROUGHTON RPEQ 8915
N
For and on behalf of RECOR Pty Ltd.
Scale 1.0 0 1.0 2.0 ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SCALE (metres) SUNSHINE COAST | BRISBANE
B 10.07.24 ISSUE FOR CONSTRUCTION AB MP 1 : 50 (FULL SIZE) www.recor.au | ABN 89 647 469 707 TRAVIS MCCARTHY PROPOSED DRIVEWAY UPGRADE A1
1 0 1 2 3 4 5
A 23.04.24 ISSUE FOR OPW APPROVAL DK AB SCALE (metres) COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
20210080 C030 B
1 : 100 (FULL SIZE) client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description.
Page 6
COOROY MOUNTAIN ROAD SETOUT TABLE PT | EASTING | NORTH. | LEVEL oOo ON DO FP WD — BRO RO PRO PRO NO PO PO PO | | S| |= = SS = aS =| Non FP WwWNYO |-~ DOD AO AWAN DOT FP wWNY = CO 2389.167 | 8220.397 | 97.968 2386.964 | 8220.051 | 98.038 2385.132 | 8218.780 | 98.101 2384.036 | 8216.837 | 98.209 2383.895 | 8214.611 | 98.428 2384.193 | 8212.789 | 98.631 2378.743 | 8217.412 | 98.352 2378.135 | 8218.891 | 98.373 2377.092 | 8220.102 | 98.478 2375.719 | 8220.922| 98.600 2374.158 | 8221.267| 98.682 2380.016 | 8211.960} 98.759 2379.535 | 8214.018} 98.554 2379.051 | 8216.093} 98.393 2358.421 | 8221.368} 99.394 2356.205 | 8221.047| 99.492 2354.165 | 8220.124| 99.581 2352.461 | 8218.673| 99.716 2351.225| 8216.806| 99.826 2350.359 | 8214.986} 99.952 2349.399 | 8212.968| 100.192 2348.177 | 8210.401} 100.585 2344.486 | 8211.982| 100.706 2344.746 | 8214.607| 100.297 2343.635 | 8217.000} 100.136 2341.462| 8218.496| 100.277 2338.830 | 8218.680} 100.475 B_ | 10.07.24 | ISSUE FOR CONSTRUCTION AB MP A | 23.04.24 | ISSUE FOR OPW APPROVAL DK AB Rev | Date Revision Description Drawn | Check North Point Approved e- ADAM BROUGHTON RPEQ 8915 For and on behalf of RECOR Pty Ltd. QUALI MANAGEMENT SYS Scale 1 0 1 2 3 4 5 SCALE —— emma 1: 100 (FULL SIZE) DO NOT SCALE, IF IN DOUBT ASK BESTPRACTICE BESTPRACTICE BESTPRACTICE CERTIFICATION CERTIFICATION CERTIFICATION eel (metres) REC::R & Thy ee ENGINEERING & PROJECT SERVICES SUNSHINE COAST | BRISBANE www.recor.au | ABN 89 647 469 707 COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as ‘Issued For Construction’ in the revision description. Project Address 522 COOROY MOUNTAIN RD COOROY MOUNTAIN Title DRIVEWAY SETOUT PLAN Client Details TRAVIS MCCARTHY Project Name Sheet Size PROPOSED DRIVEWAY UPGRADE Al Project Number Drawing Number Revision 20210080 C033 B
Page 7
PROVIDE STABILISED
CONSTRUCTION ACCESS
AS PER STANDARD DETAIL
ON DWG 051
ROCK CHECK DAM
Wer === SS
a a?
SSS
So QE
Dp
o Ee
Z
SEDIMENT FENCE
491
1638RP902161
SEDIMENT AND EROSION CONTROL:
CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED
SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE
WITH IECA AND COUNCIL POLICIES AND GUIDELINES
522
9RP864130
LEGEND:
- 000000000000 PROPOSED ROCK CHECK DAM
cee |S) eee S| = )=—PROPOSED SEDIMENT FENCE
CONSTRUCTION ACCESS
North Point [Approved Smog amg anne Project Address Tile
Me 4 wl, sigem 1522 COOROY MOUNTAIN RD EROSION AND SEDIMENT CONTROL PLAN
= =
o, = seta: [COOROY MOUNTAIN
ADAM BROUGHTON RPEQ 8915 o ‘ Q f= re
1S09001 9 18014001
For and on behalf of RECOR Pty Ltd. QUALITY ENVIRONMENT OHS
N Scale Se NSRINE COAST [BRISBANE Client Details Project Name Sheet Size
B | 10.07.24 | ISSUE FOR CONSTRUCTION aa | MP SCALE txmebecmcieen et) metres) www.recor.au| ABN 89 647 469 707 TRAVIS MCCARTHY PROPOSED DRIVEWAY UPGRADE A1
A 23.04.24 | ISSUE FOR OPW APPROVAL DK AB 1: 100 (FULL SIZE) COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK ‘Issued For Construction’ in the revision description. 2021 0080 C050 B
The text continues on page 8.