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CIV3045 Opw Rev B (2022-08-24)
Attached to the e-mail Operational Works Application OPW22/0XXX - DA Form 1 - Cover Letter - Civil Plans - Hay Street and Ward Street Tewantin.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
ENGINEERING - OPERATIONAL WORKS
NOOSA COUNCIL
3045 001 LOCALITY PLAN AND DRAWING INDEX
3045 002 CONSTRUCTION NOTES AND DETAILS
GYMPIE STREET
3045 003 EXISTING FEATURES PLAN
3045 004 DEVELOPMENT LAYOUT PLAN
HAY STREET
3045 005 EARTHWORKS PLAN
3045 006 EARTHWORKS SECTIONS
MOORINDIL STREET
3045 007 CONCEPT EROSION AND SEDIMENT CONTROL PLAN
3045 008 EROSION AND SEDIMENT CONTROL DETAILS
3045 009 ACCESS DRIVEWAY AND STORMWATER DRAINAGE DETAILS
3045 010 ACCESS DRIVEWAY LONGITUDINAL SECTION
3045 011 ACCESS DRIVEWAY CROSS SECTIONS
3045 012 STORMWATER DRAINAGE LONGITUDINAL SECTIONS
3045 013 STORMWATER DRAINAGE CALCULATIONS TABLES
3045 014 WATER AND SEWERAGE CONNECTION PLAN
HENDRY STREET
WARD STREET
VER
A RI
NOOS
CRANK STREET
0 10 20 30 40 50m
SCALE 1:1000 A3
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Rev Date Comment Altered Checked
Designed: AJD
Drawn: AJD A 13-04-22 ORIGINAL ISSUE AJD JP
SUNSHINE COAST OFFICE NORTH LAKES OFFICE Checked: JP B 24-08-22 ISSUE FOR APPROVAL AJD SC
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: MARCH 2022
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001
MANAGEMENT This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au SYSTEMS
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
Ph. (07) 5493 9777 Trading name of SN Registrars (Holdings) Ltd
8327 Director: BRETT THOMSON (RPEQ 6068) PLAN No: REVISION: SHEET: 01 OF 14
[email protected] Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD) be used for construction without prior written approval. FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-001.DWG
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Full text of sections 2 to 4 (of 14)
Section 2
GENERAL NOTES 14. ALL AREAS SUBJECT TO EARTHWORKS ARE TO BE FREE DRAINING WITH A MINIMUM SLOPE CONCRETE NOTES PAVEMENT NOTES
1. DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ANY ARCHITECTURAL, STRUCTURAL, OF 1:100.
15. ALL TEMPORARY STOCKPILES ( IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE BATTERS 1. The Pavement Design to be confirmed on site by Supervising Engineer, following review of CBR
LANDSCAPING AND ANY OTHER ENGINEERING DRAWINGS AND SPECIFICATIONS AND WITH 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE test results and Prior to Construction of Pavement.
SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED (GRASS SEEDED). REQUIREMENTS OF THE RELEVANT CURRENT AUSTRALIAN STANDARD CODES
16. WHERE TOPSOIL STOCKPILES ARE LOCATED ADJACENT TO FILL AREAS, CARE MUST BE 2. The INITIAL PAVEMENT DESIGN (IPD) as detailed on the drawings and/or in the specifications
2. VERIFY ANY SET OUT DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE SITE WORKS, (AS3600-2001 & AS2870-1996), BUILDING BY-LAWS AND THE ORDINANCES OF THE are PRELIMINARY ONLY, and have been based on minimum pavement thickness' required by
CONSTRUCTION AND FABRICATION COMMENCES. REFER ANY DISCREPANCIES TO THE TAKEN TO ENSURE STRUCTURAL FILL DOES NOT BECOME CONTAMINATED BY BLENDING RELEVANT LOCAL AUTHORITY.
WITH TOPSOIL. the Relevant Authority and a corresponding assumed sub-grade CBR, derived from limited
ENGINEER BEFORE PROCEEDING. 2. CONCRETE SPECIFICATION information available at the time of the design development. Prior to pavement boxing and
3. EXISTING SERVICES SHOWN THROUGHOUT THESE DRAWINGS ARE DERIVED FROM FIELD 17. VERGE AND BATTERS TO HAVE A MINIMUM 75mm OF TOPSOIL AND FULL WIDTH TURF IF APPLICATION MIN CONC STR (MPA) MAX SLUMP (mm) MAX AGG. SIZE (mm)
ORDERED. construction, geotechnical testing is to be provided by the Contractor at the sub-grade level on
SURVEY, DIAL BEFORE YOU DIG AND GROUND INSPECTION. THE RELATIVE POSITION OF MIN. COVER (mm) the alignment of the roadway infrastructure. The pavement design is to be confirmed by the
EACH UNDERGROUND SERVICE IS THEREFORE ADVISORY ONLY. IT IS THE RESPONSIBILITY 18. ALL WORK TO BE STRICTLY IN ACCORDANCE WITH STANDARD EARTHWORKS DRIVEWAY SLAB N32 80 (+20, -10) 20
SPECIFICATION PROVIDED BY CONTOUR CONSULTING ENGINEERS. Project Engineer during construction by the following operations:
OF THE CONTRACTOR TO VERIFY THE ACTUAL LOCATION OF ALL SERVICES PRIOR TO 30
19. EARTHWORKS BATTERS ARE TO CONFORM TO THE FOLLOWING STANDARDS: a. The Contractor is to provide sub-grade test results to the Superintendent/Project Engineer,
CONSTRUCTION. THE CONTRACTOR SHALL BEAR THE COST OF ANY RECTIFICATION OF 3. ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY,
a. 1:4 OR FLATTER TO BE GRASS SEEDED (UNLESS NOTED OTHERWISE) as specified and/or as required by the Superintendent, so as to facilitate the confirmation of
SERVICES DAMAGED DURING OR AS A RESULT OF CONSTRUCTION. IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS1012. THE FOLLOWING
b. STEEPER THAN 1:4 TO BE A COMBINATION OF TURF STRIPS OR GRASS SEEDING the PROVISIONAL PAVEMENT DESIGN (PPD);
4. WHERE UTILITY SERVICES ARE SHOWN ON THE PLANS, THEY ARE SHOWN FOR THE MINIMUM TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
INFORMATION OF THE CONTRACTOR ONLY. THE PRINCIPAL SHALL NOT BE LIABLE FOR ANY (UNLESS NOTED OTHERWISE) OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM. b. Subgrade geotechnical testing shall be undertaken in accordance with the relevant
OMISSION OF SERVICES FROM THE PLANS OR ACCURACY OF ANY SERVICES SHOWN ON - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON Authorities Specifications and guidelines;
THE PLANS. STORMWATER DRAINAGE NOTES ANY GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC) c. Due to the lead-time for geotechnical testing results, the test results are to be provided to
5. CONTRACTOR TO LIAISE WITH THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN 1. ALL STORMWATER DRAINAGE TO BE IN ACCORDANCE WITH THE REQUIREMENTS AND - A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE the Superintendent as soon as practicable during the initial earthworks operations to
LOCATION, LINE & LEVEL OF ALL PUBLIC & PRIVATE SERVICES PRESENT ON-SITE. ANY STANDARD DRAWINGS OF THE LOCAL AUTHORITY. STRENGTH GRADE CAST ON ANY GIVEN DAY. facilitate the determination of the PPD, and hence confirm the pavement boxing sub-grade
ALTERATION WORKS TO SERVICE S WILL BE CARRIED OUT BY THAT SERVICE AUTHORITY 2. ALL STORMWATER PIPES UNDER ROADWAYS AND FOOTPATHS SHALL BE CLASS '2' R.C.P. - depths.
6. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH COMPUTER R.R.J. UNLESS OTHERWISE NOTED. THEREOF CAST ON ANY GIVEN DAY FOR EACH STRENGTH GRADE. d. The Contractor shall then box-out the pavement to the PPD sub-grade depths.
MODELLING OF FIELD SURVEY DATA. THESE CALCULATED LEVELS MAY VARY FROM THE 3. THE STORMWATER CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY, AND THE - ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE, TESTED BY A NATA
ACTUAL GROUND LEVEL. ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR CONTRACTOR SHALL ASSESS ANTICIPATED CONSTRUCTION LOADS AND UPGRADE PIPE REGISTERED LABORATORY AND RESULTS PROVIDED TO THE ENGINEER FOR REVIEW e. The contractor shall then notify the Superintendent who shall confirm the FINAL
WITH REFERENCE TO SURVEYED BENCH MARKS PROVIDED BY THE PRINCIPAL'S APPOINTED CLASSES, IF NECESSARY, IN ACCORDANCE WITH AS3725-1989 AT THE CONTRACTORS COST. 4. NO PENETRATIONS, RECESSES OR CHASES OTHER THAN THOSE SHOWN ON THE PAVEMENT DESIGN (FPD) to be constructed following visual inspection and approval by
SURVEYOR. 4. PROPOSED STORMWATER LABELS ARE THE INDICATOR OF THE STORMWATER CATCHMENT STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE the Project Engineer and/or State/Local Authority Inspector.
7. ALL WORKS SHALL BE IN ACCORDANCE WITH THE CURRENT LOCAL AUTHORITY STANDARD NAME UNLESS OTHERWISE SHOWN. APPROVAL OF THE ENGINEER. f. Note that the timing of the receipt of the geotechnical testing
DRAWINGS, SPECIFICATIONS AND CONDITIONS OF APPROVAL. 5. REFER TO LONGITUDINAL SECTIONS FOR SETOUT AND PIPEWORK. 5. UNLESS NOTED OTHERWISE ALL FORMED EDGES AND CORNERS OF CONCRETE 3. If sub-grade CBR <3 the following is required:
8. NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK WITHIN 6. REFER TO CALCULATIONS TABLES FOR HYDRAULIC DESIGN MEMBERS SHALL HAVE 20mm CHAMFERS. PROVIDE DRIP GROOVES TO THE PERIMETER
a. 300mm thick working platform constructed of CBR15 material or other such treatment as
EXISTING ROAD RESERVES. OF THE SOFFITS OF ALL CONCRETE MEMBERS.
required by the Relevant Authority.
9. ALL DIMENSION ARE IN METRES UNLESS NOTED OTHERWISE
NOTE: REINFORCEMENT NOTES b. Design of the pavement to be based on CBR 3 and designed in accordance with Austroads
and/or Transport and Main Roads Pavement Supplement.
VEGETATION CLEARING 1. IT IS THE RESPONSIBILITY OF THE CIVIL CONTRACTOR TO FULLY
1. NO CLEARING SHALL BE CARRIED OUT BEYOND THE EXTENT OF EARTHWORKS OR WHERE REVIEW, UNDERSTAND AND ACCEPT DRAWINGS AND NOTES AS 4. Design ESA's are to be based on Local Authority Guidelines, Specifications or traffic data as
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
NECESSARY FOR CONSTRUCTION WITHOUT WRITTEN APPROVAL OF THE SUPERINTENDENT. DETAILED PRIOR TO THE COMMENCEMENT OF WORKS ON SITE. applicable.
REQUIREMENTS OF THE RELEVANT CURRENT AUSTRALIAN STANDARD CODES
2. SUITABLE MATERIAL IS TO BE MULCHED FOR REUSE ON SITE. SHOULD ANY OF THE INFORMATION BE CONSIDERED AMBIGUOUS OR IN 5. Pavement construction shall be as per Relevant Authority Guidelines/Specifications.
(AS3600-2001 & AS2870-1996), BUILDING BY-LAWS AND THE ORDINANCES OF THE
CONFLICT WITH OTHER INFORMATION PROVIDED, THE CONTRACTOR IS
RELEVANT LOCAL AUTHORITY. 6. All asphalt shall be underlain with primer seal in accordance with Relevant Authority
TO SEEK CLARIFICATION FROM THE CONSTRUCTION SUPERINTENDENT
2. REINFORCEMENT IS PRESENTED DIAGRAMMATICALLY. IT IS NOT NECESSARILY SHOWN Guidelines/Specifications.
2. SHOULD ERRORS OR DISCREPANCIES EXIST BETWEEN ANY ISSUED
ROADWORKS NOTES DRAWINGS, THE AUTOCAD MODEL OR THE 12D MODEL, PREFERENCE
IN TRUE PROJECTION. 7. Asphaltic Concrete surfaces are to be constructed in accordance with Relevant Authority
1. ALL ROADWORKS TO BE IN ACCORDANCE WITH THE REQUIREMENTS AND STANDARD 3. PROVIDE THE ENGINEER WITH 48 HOURS NOTICE OF REINFORCEMENT BEING READY Guidelines/Specifications
SHALL BE GIVEN TO THE ISSUED DRAWINGS FIRST, THE AUTOCAD
DRAWINGS OF THE LOCAL AUTHORITY. FOR INSPECTION.
MODEL SECOND AND THE 12D MODEL LAST. UPON IDENTIFYING 8. Roadway Alignment construction set-out is to be provided by the Contractor using a Licensed
2. SUBGRADE EVALUATION IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE PROCEDURES 4. NO CONCRETE IS TO BE POURED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.
DISCREPANCIES BETWEEN DIGITAL MODELS AND CONSTRUCTION Surveyor.
OUTLINED IN ARRB SR41 - A STRUCTURAL DESIGN GUIDE FOR FLEXIBLE RESIDENTIAL 5. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITIONS SHOWN. WHERE
DRAWING DETAILS, THE CONTRACTOR IS TO CONTACT THE
STREET PAVEMENTS. NOT SPECIFIED, LAPS SHALL BE IN ACCORDANCE WITH AS3600 AND NOT LESS THAN: 9. All Footpath Concrete, reinforcing and jointing to be in accordance with IPWEAQ Standard
SUPERVISING ENGINEER IMMEDIATELY, ALERTING THEM TO THE ISSUE.
3. SUBGRADE TEST RESULTS ARE TO BE FORWARDED TO THE SUPERINTENDENT FOR N12 - 400, N16 - 500, N20 - 650, N24 -800, N28 - 1100, N32 - 1400, N36 - 1700. Drawing RS-065, unless an alternative pavement design is specified in the IPD Table.
DETERMINATION OF BOX DEPTHS PRIOR TO EXCAVATION. TESTS SHALL INCLUDE SOAKED 6. WELDING OF REINFORCEMENT WILL NOT BE PERMITTED. 10. All Driveway concrete, pavements, reinforcing and jointing to be in accordance with IPWEAQ
CBR AND/OR OTHER TESTS AS REQUESTED BY THE SUPERINTENDENT. THE CONTRACTOR 7. REINFORCEMENT MUST NOT BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. Standard Drawings RS-049, RS-050, RS-051 and RS-056, unless an alternative pavement
SHALL ALLOW ADEQUATE TIME FOR COUNCIL APPROVAL OF PAVEMENT DESIGN. 8. SPACEMENT OF SUFFICIENT "STOOLS" UNDER MAIN BOTTOM AND TOP design is specified in the IPD Table
CORNERS OF SLAB TO BE FORMED
4. PROVIDE TELSTRA AND ENERGEX CONDUITS UNDER DRIVEWAYS, AS DIRECTED ON SITE BY REINFORCEMENT TO ALLOW ADEQUATE SUPPORT IN CORRECT POSITION DURING
PERPENDICULAR TO KERB FOR ALL 11. The Contractor is to make allowances in his price to undertake the requirements as detailed
SUPERINTENDENT. CONCRETING (BUT NOT GENERALLY GREATER THAN 900mm SPACINGS).
above.
9. SUPPLY AND LAY STEEL FABRIC IN FLAT SHEETS AT SPLICES. PROVIDE 225 MINIMUM
EARTHWORKS NOTES OVERLAP OF TRANSVERSE WIRES TO ALL EDGES OF SLAB FABRIC LAPS. (IE TWO
1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND WIRES OF EACH SHEET OVERLAPPING PLUS 25mm) INITIAL PAVEMENT DESIGN
SERVICES WITH THE RELEVANT AUTHORITY AND MARK THE LOCATIONS PRIOR TO 10. PROVIDE 'L' BARS TO ALL BEAM CORNERS AND INTERSECTIONS. 500 MINIMUM LAPS.
50
11. REINFORCEMENT SYMBOLS: HATCH TO DRAWING
0
COMMENCING EARTHWORKS.
2. ALL EARTHWORKS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL N GRADE 500 MPA DEFORMED BAR
SL GRADE 500 MPA DEFORMED SLAB MESH
AUTHORITY.
Y GRADE 410 MPA DEFORMED BAR
PAVEMENT TYPE B
3. TOPSOIL TO BE REMOVED AND STOCKPILED PRIOR TO EARTHWORKS.
4. ALL VEGETATION TO BE CLEARED AND GRUBBED PRIOR TO PLACEMENT OF ANY FILL S GRADE 250 MPA DEFORMED BAR - POOL CONSTRUCTION
R GRADE 250 MPA PLAIN BAR USE DRIVEWAY
MATERIAL TO THE SATISFACTION OF THE SUPERINTENDENT.
5. ALL EXCAVATION AND FILLING SHALL BE CONSTRUCTED TO THE REQUIREMENTS OF AS3798
AND IN ACCORDANCE WITH THE LOCAL AUTHORITIES CURRENT SPECIFICATION AND
PAVEMENT PROFILE
SLAB JOINT EDGES
STANDARD DRAWINGS.
6. ALL PRE-EARTHWORKS EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE FOR SHARP ANGLES CONCRETE BASE - THICKNESS "T" (mm) N32 - 125mm
AND FULLY OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS. N.T.S
7. EXISTING SURFACE IS TO BE CLEAR OF VEGETATION MATTER PRIOR TO COMMENCEMENT REINFORCING SL72
OF FILLING OPERATIONS.
100mm (TYPE 2.5
8. FILL IS TO BE OF GOOD QUALITY AND FREE OF UNSUITABLE MATERIAL. SUB-BASE - THICKNESS (mm) GRAVEL)
9. NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE DRAWINGS, THE
ACTUAL LIMITS SHALL BE DETERMINED ON SITE BY THE SUPERINTENDENT DURING
CONSTRUCTION. SIMILARLY, THE FINISHED SURFACE LEVELS MAY BE ADJUSTED BY
WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED SAW CUT OR TOOL JOINT WITHIN 3 HOURS
DRAWINGS HAVE BEEN APPROVED BY COUNCIL. OF CONCRETE POUR WITH 10mm APPROVED
SEALANT OVER. INSTALLED TO SQUARE 20mm DOWEL (400mm LONG 75 75 SN12 TRIMMER BAR MUST BE PARALLEL
10. CONTROL TESTING OF EARTHWORKS TO BE GENERALLY IN ACCORDANCE WITH AS1289.5 & AT 350mm CRS) AND DOWELMASTER TO AND ACCURATELY LOCATED 75mm
MANUFACTURERS SPECIFICATIONS
AS3798-1996, WITH LEVEL 1 GEOTECHNICAL CERTIFICATION. R6 INCLUDING LEVEL STAKE.
11. FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING:
a.
b.
T
c. 1 TEST PER 2 LAYERS PER 40m - TRENCH BACKFILL
12. FILL TO BE PLACED IN A MAXIMUM 200mm LIFTS, UNLESS APPROVED OTHERWISE BY A DANLEY PD3 10mm TAPERED SHRINK
SUITABLY QUALIFIED CONSULTANT, AND COMPACTED TO SPECIFICATION. WRAPPED DOWEL CRADLES AT 450mm
13. PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY DENSITY RATIOS DANLEY EXPANDA JOINT
CENTRES WITH RYNOBAR SELF-YIELDING
(M.D.D.R.) COMPACTION STANDARDS: TRAVEL BARS.
NOTE: AND KEY JOINT STAKE
IT IS THE CONTRACTOR'S RESPONSIBILITY
a. RESIDENTIAL ALLOTMENTS = 95% STD DJ-DOWEL EXPANSION JOINT
b. ROAD VERGES/EMBANKMENTS = 95% STD SDJ - SAW CUT OR TOOL JOINT TO MAINTAIN ALL BARS PERPENDICULAR
SCALE 1:10
c. PAVEMENT SUBGRADE = 100% STD SCALE 1:10 TO THE JOINT DURING CASTING
d. FOR NON COHESIVE MATERIALS M.D.D.R = 80% MAX 16.0m SPACINGS
MAX 4.0m SPACINGS
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Rev Date Comment Altered Checked
Designed: AJD
Drawn: AJD A 14-04-22 ORIGINAL ISSUE AJD JP
SUNSHINE COAST OFFICE NORTH LAKES OFFICE Checked: JP B 24-08-22 ISSUE FOR APPROVAL AJD SC
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: MARCH 2022
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001
MANAGEMENT This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au SYSTEMS
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
Ph. (07) 5493 9777 Trading name of SN Registrars (Holdings) Ltd
8327 Director: BRETT THOMSON (RPEQ 6068) PLAN No: REVISION: SHEET: 02 OF 14
[email protected] Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD) be used for construction without prior written approval. FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-002.DWG
Section 3
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HAY STREET
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EXISTING EXISTING EDGE
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OF BITUMEN
SEWER MAIN /// ///
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///
T
EXISTING SEWER
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T
CONNECTION TO EXISTING
O.Nail in Kerb
S
51 WARD STREET ELECTRICITY
RL 5.095
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/ / / / / / / / / / / / / / / / / / / / PROPERTY BOUNDARY PILLAR BOX
E
/ / / / /
/
/ / / / / / /
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/ / /
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EXISTING TREE
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E/O TO BE REMOVED
/
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T10 ///
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E/O
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PROPERTY BOUNDARY
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EXISTING WATER
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METER TO BE
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RETAINED
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PROPERTY BOUNDARY
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PROPERTY BOUNDARY
/ /
EXISTING
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BUILDING TO
BE REMOVED
/
PROPERTY BOUNDARY
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PVC-U TRUNK
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SEWER MAIN
EXISTING
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BUILDING TO
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LEGEND BE REMOVED
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EXISTING FEATURES EXISTING
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OVERALL RP BOUNDARY SEWER MAIN PVC-U WATER MAIN
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CADASTRAL EASEMENT
SURVEYED RP BOUNDARY
S
S
CADASTRAL RP BOUNDARY
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ROAD CENTRELINE
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ROAD KERB & CHANNEL
S
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/// /// /// ///
EDGE OF BITUMEN
EXISTING TREE
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D D STORMWATER TO BE REMOVED
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W W WATER RETICULATION
S S SEWER RETICULATION
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/
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E/OH OVERHEAD ELECTRICAL
/ / / / / / / / / / / / / / / / / / /
S
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T T TELSTRA EXISTING SHEDS EXISTING SEWER
D
TO BE REMOVED
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CHANGE IN GRADE 4 HAY STREET
S
BUILDING
/ / / FENCE
S
T
RETAINING WALL
12 NATURAL CONTOUR 0 2.5 5 7.5 10 12.5m
SCALE 1:250 A3
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Rev Date Comment Altered Checked
Designed: AJD
Drawn: AJD A 14-04-22 ORIGINAL ISSUE AJD JP
SUNSHINE COAST OFFICE NORTH LAKES OFFICE Checked: JP B 24-08-22 ISSUE FOR APPROVAL AJD SC
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: MARCH 2022
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001
MANAGEMENT This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au SYSTEMS
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
Ph. (07) 5493 9777 Trading name of SN Registrars (Holdings) Ltd
8327 Director: BRETT THOMSON (RPEQ 6068) PLAN No: REVISION: SHEET: 03 OF 14
[email protected] Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD) be used for construction without prior written approval. FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-003.DWG
Section 4
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SEWER MAIN /// ///
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///
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REINFORCED CONCRETE
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EXISTING
O.Nail in Kerb ACCESS DRIVEWAY
S
ELECTRICITY
RL 5.095
///
/ / / / / / / / / / / / / / / / / / / / PROPERTY BOUNDARY PILLAR BOX
E
/ / / / /
/
/ / / / / / /
/
/ / /
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ACCESS DRIVEWAY
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3.5m
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PROPOSED
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E/O ALLOTMENT
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BOUNDARY ///
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PROPOSED 4.5m
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PASSING BAY PRELIMINARY
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S
WIDE EASEMENT BUILDING
FOR ACCESS AND
/
FOOTPRINT
/
SERVICES
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> > >
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PROPOSED INTER-ALLOTMENT
PROPOSED DRAINAGE WITHIN 1.5m WIDE EASEMENT
S
ALLOTMENT
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LEGEND LEGEND BOUNDARY
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UP
EXISTING FEATURES EXISTING PRELIMINARY
PROPOSED FEATURES
BUILDING
S
OVERALL RP BOUNDARY RP BOUNDARY SEWER MAIN FOOTPRINT
S
T
W
D
CADASTRAL EASEMENT RP EASEMENT FUTURE EXTENSION OF
ACCESS DRIVEWAY WITH
SURVEYED RP BOUNDARY ROAD CENTRELINE BUILDING WORKS
S
S
CADASTRAL RP BOUNDARY CONCRETE DRIVEWAY
W
D
ROAD CENTRELINE RETAINING WALL (MAX 1000mm HIGH)
T
ROAD KERB & CHANNEL > > > DRAINAGE SWALE
S
S
/// /// /// ///
EDGE OF BITUMEN EARTHWORKS BATTERS
W
D
T
D D STORMWATER STORMWATER DRAINAGE
S
W W WATER RETICULATION DESIGN CONTOUR
S S SEWER RETICULATION
D
/
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E/OH OVERHEAD ELECTRICAL
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E E UNDERGROUND ELECTRICAL PROPERTY BOUNDARY
T T TELSTRA PROPOSED PVC-U TRUNK
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CHANGE IN GRADE STORMWATER SEWER MAIN
DRAINAGE
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BUILDING
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RETAINING WALL
12 NATURAL CONTOUR 0 2.5 5 7.5 10 12.5m
SCALE 1:250 A3
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Rev Date Comment Altered Checked
Designed: AJD
Drawn: AJD A 14-04-22 ORIGINAL ISSUE AJD JP
SUNSHINE COAST OFFICE NORTH LAKES OFFICE Checked: JP B 24-08-22 ISSUE FOR APPROVAL AJD SC
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: MARCH 2022
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001
MANAGEMENT This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au SYSTEMS
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
Ph. (07) 5493 9777 Trading name of SN Registrars (Holdings) Ltd
8327 Director: BRETT THOMSON (RPEQ 6068) PLAN No: REVISION: SHEET: 04 OF 14
[email protected] Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD) be used for construction without prior written approval. FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-004.DWG
The text continues on section 5.