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RFI - Att 2 - Civil Eng Plans
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PROPOSED DUPLEX AT 23 CORAL TREE AVENUE NOOSA HEADS FOR KUMAR MAHADEVAN OPERATIONAL WORKS ENGINEERING DRAWING SCHEDULE DRAWING DESCRIPTION N PLAN - SHEET Description 221304-C01 Locality Plan & Schedule Of Drawings 221304-C02 Construction Notes 221304-C03 Existing Site Layout Plan 221304-C04 Proposed Site Layout Plan 221304-C05 Proposed Stormwater And Site Level Layout Plan 221304-C06 Proposed Earthworks Plan 221304-C07 Proposed Sections 221304-C08 Vehicle Manouevring Diagrams Plan PROPOSED SITE 221304-C09 Access Sight-line Analysis Plan 221304-C10 Driveway Longitudinal Section And Clearance Diagrams AVENUE ENUE TREE AV BANKSIA CORAL PROPERTY DESCRIPTION LOT 17 on RP90014 | AREA: 607m² LOCAL AUTHORITY | NOOSA SHIRE COUNCIL LOCALITY PLAN APPROX SCALE 1:3000 221304-OPW-01-220826.DWG SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER PROJECT CLIENT 1 19-05-22 FOR APPROVAL DTB DK PROPOSED DUPLEX KUMAR MAHADEVAN 0 30 60 90 120 150m ................. 2 26-08-22 RFI RESPONSE UPDATES DK DK DATUM DESIGN AHD DK 221304 23 CORAL TREE AVENUE NOOSA HEADS DANIEL KENNA DRAWN DK SHEET ISSUE TITLE SCALE 1:3000 A3 (RPEQ 15522) LOCALITY PLAN & e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C01 2 SCHEDULE OF DRAWINGS FOR APPROVAL DATE 26-08-22 a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd
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Full text of sections 2 to 5 (of 13)
Section 2
GENERAL NOTES EARTHWORKS SIGNAGE & LINEMARKING
G1 | THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER WORKING DRAWINGS AND SPECIFICATIONS AND WITH OTHER EW1 | ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH AS3798 GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND SL1 | ALL PAVEMENT MARKING, CHEVRON DETAILS, SIGNAGE, GUIDE-POSTS AND RETROREFLECTIVE RAISED PAVEMENT MARKERS
WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF CONSTRUCTION. ALL DISCREPANCIES AND VARIATIONS RESIDENTIAL DEVELOPMENTS. (RRPM) TO BE IN ACCORDANCE WITH TMR AND AS1742 - MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
SHALL BE REFERRED TO AND MUST BE APPROVED BY THE SUPERINTENDENT BEFORE PROCEEDING WITH THE WORK. EW2 | THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND SERVICES WITH THE RELEVANT AUTHORITIES SL2 | LONGITUDINAL LINE MARKING SHALL BE DULUX A1 SOLVENT BASED PAVEMENT MARKING OR APPROVED EQUIVALENT.
G2 | ALL WORKS MUST CONFORM TO WSAA, SEQ CODE, COUNCIL AND IPWEAQ STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE AND MARK THE LOCATIONS PRIOR TO COMMENCING EARTHWORKS. TRANSVERSE LINE MARKING SHALL BE THERMOPLASTIC OR APPROVED EQUIVALENT.
SHOWN ON DRAWINGS AND/OR DIRECTED BY THE SUPERINTENDENT. EW3 | TOPSOIL TO BE REMOVED AND STOCKPILED PRIOR TO EARTHWORKS. SL3 | ACCESSIBLE PARKING SPACES, SYMBOLS, BOLLARDS AND SHARED SPACE TO BE IN ACCORDANCE WITH AS2890.
G3 | ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE RELEVANT STANDARDS EW4 | ALL VEGETATION TO BE CLEARED AND GRUBBED PRIOR TO PLACEMENT OF ANY FILL MATERIAL TO THE SATISFACTION OF THE
AUSTRALIA SPECIFICATIONS AND CODES AND THE BY-LAWS OF THE RELEVANT BUILDING AUTHORITY. SUPERINTENDENT. STORMWATER DRAINAGE
G4 | THE POSITIONS OF SERVICES BELIEVED TO EXIST ON THE SITE ARE INDICATIVE ONLY. NO GUARANTEE IS GIVEN OR IMPLIED TO THE EW5 | FILL BATTERS ARE TO BE OVER FILLED AND COMPACTED BY 0.5M BEYOND FINAL BATTER FACE AND CUT BACK TO FINAL BATTER.
SW1 | THE DESIGN AEP'S ADOPTED FOR THE DRAINAGE DESIGN ARE:
ACCURACY OR COMPLETENESS OF SUCH INFORMATION. THE CONTRACTOR SHALL MAKE THEMSELVES FULLY CONVERSANT WITH EW6 | ALL FILL MATERIAL EXCLUDING ROAD PAVEMENT IS TO BE PLACED IN LAYERS NOT EXCEEDING 150MM COMPACTED THICKNESS
- MINOR STORM: 5% AEP
ALL EXISTING SERVICES AND STRUCTURES WITHIN AND ADJACENT TO THE SITE OF THE WORK AND SHALL BE RESPONSIBLE FOR AND COMPACTED TO DENSITIES OUTLINED IN FILL MATERIAL NOTES.
- MAJOR STORM: 1% AEP
ANY DAMAGE TO SERVICES AND STRUCTURES DURING THE COURSE OF THE CONTRACT. EW7 | NO DAMAGE TO THE SIGNIFICANT TREES AS SHOWN ON THESE PLANS.
SW2 | ALL FIELD INLETS TO BE TYPE 2A IN ACCORDANCE WITH IPWEA DS-050 UNO.
G5 | SERVICES WHERE SHOWN ARE INDICATIVE ONLY. EXACT LOCATION AND DEPTH TO SERVICES ARE TO BECONFIRMED ON SITE BY EW8 | THE CONTRACTOR SHALL ENSURE THE SITE IS FREE DRAINING AT ALL TIMES DURING CONSTRUCTION. MAJOR OVERLAND FLOW
SW3 | EXCAVATION, BEDDING & BACKFILL TO BE IN ACCORDANCE WITH IPWEA DS-030
THE CONTRACTOR PRIOR TO CONSTRUCTION. PATHS IF PRESENT ARE SHOWN ON THE DRAWINGS.
SW5 | CONTRACTOR TO CONFIRM LEVELS & ALIGNMENT OF ALL STORMWATER PRIOR TO CONSTRUCTION.
G6 | CONTRACTOR TO TAKE APPROPRIATE ACTION AS NECESSARY TO PROTECT AND MAINTAIN EXISTING SERVICES. EW9 | REFER TO THE GEOTECHNICAL SPECIFICATIONS FOR FILL MATERIAL AND TESTING REQUIREMENTS.
SW6 | ALL MANHOLE ACCESS COVERS & GRATES IN CONCRETE & PAVED AREAS TO BE ACO RHINOCAST RECESSED (CLASS D) OR
G7 | DRAWINGS SHALL NOT BE SCALED. VERIFY ANY SET OUT DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE SITE WORKS, EW10 | CONTROL TESTING OF EARTHWORKS TO BE GENERALLY IN ACCORDANCE WITH AS1289.5 & AS3798-1996, WITH LEVEL 1
APPROVED EQUIVALENT WITH INFILL TO SUIT SURFACE FINISH.
CONSTRUCTION AND/OR FABRICATION COMMENCES. REFER ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING. GEOTECHNICAL CERTIFICATION.
SW7 | ALL STORMWATER PIPES UNDER ROADWAYS AND FOOTPATHS SHALL BE CLASS '2' R.C.P. R.R.J. UNLESS OTHERWISE NOTED.
G8 | NO SUBSTITUTE MATERIALS SHALL BE USED WITHOUT THE WRITTEN APPROVAL OF THE SUPERINTENDENT. EW11 | FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING:
SW8 | THE STORMWATER CLASSES HAVE BEEN DESIGNED FOR SERVICE LOADS ONLY, AND THE CONTRACTOR SHALL ASSESS
G9 | ALL WORK SHALL BE CARRIED OUT IN COMPLIANCE WITH THE QUEENSLAND ELECTRICITY ACT AND WORKPLACE HEALTH AND a. 1 TEST PER 500M³ - GENERALLY
ANTICIPATED CONSTRUCTION LOADS AND UPGRADE PIPE CLASSES, IF NECESSARY, IN ACCORDANCE WITH AS3725-1989 AT THE
SAFETY ACT, REGULATIONS AND GUIDELINES. CONTACT YOUR NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND b. 1 TEST PER 100M³ - WATER COURSES
CONTRACTORS COST.
SAFETY FOR INFORMATION. c. 1 TEST PER 2 LAYERS PER 40M - TRENCH BACKFILL
G10 | HANDLING OF ASBESTOS MATERIALS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL OCCUPATIONAL HEALTH AND EW12 | FILL TO BE PLACED IN A MAXIMUM 200MM LIFTS, UNLESS APPROVED OTHERWISE BY A SUITABLY QUALIFIED CONSULTANT, AND
SAFETY COMMISSION CODE OF PRACTICE FOR THE SAFE REMOVAL OF ASBESTOS AND ANY APPLICABLE DEFENCE OH&S COMPACTED TO SPECIFICATION.
PROCEDURE FOR HANDLING ASBESTOS MATERIALS. EW13 | PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY DENSITY RATIOS (M.D.D.R.) COMPACTION STANDARDS:
G11 | ALL HORIZONTAL AND VERTICAL CONNECTIONS TO EXISTING ROAD PAVEMENT ARE TO BE CONFIRMED BY THE CONTRACTOR a. RESIDENTIAL ALLOTMENTS = 95% STD
PRIOR TO THE WORK AND THE DESIGN ADJUSTED BY SUPERINTENDENT AS NECESSARY ON SITE PRIOR TO CONSTRUCTION. b. ROAD VERGES/EMBANKMENTS = 95% STD
DISCREPANCIES AND DESIGN ADJUSTMENTS ARE TO BE REFERRED TO THE SUPERINTENDENT FOR ACCEPTANCE PRIOR TO c. PAVEMENT SUBGRADE = 100% STD
CONSTRUCTION. d. FOR NON-COHESIVE MATERIALS M.D.D.R = 80%
G12 | THE CONTRACTOR IS TO CONTACT ENERGEX, UNITYWATER, TELSTRA AND ANY OTHER SERVICE AUTHORITY TO NOTIFY OF THE EW14 | ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE BATTERS (GRASS SEEDED).
WORKS AND TO CONFIRM THE LOCATION OF EXISTING UNDERGROUND SERVICES PRIOR TO CONSTRUCTION. POTHOLING IS EW15 | WHERE TOPSOIL STOCKPILES ARE LOCATED ADJACENT TO FILL AREAS, CARE MUST BE TAKEN TO ENSURE STRUCTURAL FILL DOES
REQUIRED TO CONFIRM LOCATION AND DEPTH OF SERVICE PRIOR TO CONSTRUCTION. NOT BECOME CONTAMINATED BY BLENDING WITH TOPSOIL.
G13 | NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK WITHIN EXISTING ROAD RESERVES. EW16 | VERGE AND BATTERS TO HAVE A MINIMUM 75MM OF TOPSOIL AND FULL WIDTH TURF IF ORDERED.
G14 | PROPOSED PROPERTY BOUNDARIES SHOWN ARE INDICATIVE BASED ON THE DCDB AND SHALL BE CONFIRMED BY THE EW17 | EARTHWORKS BATTERS ARE TO CONFORM TO THE FOLLOWING STANDARDS:
CONTRACTOR PRIOR TO CONSTRUCTION. a. 1:4 OR FLATTER TO BE GRASS SEEDED (UNLESS NOTED OTHERWISE)
G15 | EXISTING PAVEMENT AND KERBS TO BE SAWCUT AND NEW PAVEMENT AND KERBS TO MATCH NEATLY. b. STEEPER THAN 1:4 TO BE A COMBINATION OF TURF STRIPS OR GRASS SEEDING (UNLESS NOTED OTHERWISE)
G16 | ALL CONCRETE TO BE GRADE N32 U.N.O. EW18 | ALL VOLUMES PROVIDED EXCLUDE ANY COMPACTION OR BULKING FACTORS, LANDSCAPE TOPSOIL REQUIREMENTS, DETAILED
G17 | EXPANSION JOINTS TO INCORPORATE DOWELS AT LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE EXCAVATION AND FOOTING AND TRENCHING REQUIREMENTS.
SUPERINTENDENT WHERE APPLICABLE. EW19 | ALL VOLUMES PROVIDED ARE INDICATIVE AND ARE TO BE CONFIRMED ON SITE BY THE CONTRACTOR.
G18 | SOFT BRISTLE BROOM FINISH TO ALL CONCRETE SURFACING UNO.
G19 | CONCRETE TO BE CURED IN ACCORDANCE WITH REQUIREMENTS OF AUSPEC QLD-C271 EQUIVALENT.
G20 | PROVIDE ISOLATION JOINTS (WITH EXPANSION JOINT MATERIAL) AT KERB EDGES.
G21 | CONCRETE CONSTRUCTION JOINTS FOR REINFORCED CONCRETE TO BE AS PER IPWEA STD DRG RS-065 UNO.
G22 | ALL KERB RAMPS TO COMPLY WITH IPWEA RS-090 & RS-091.
G23 | ALL KERB RAMPS TO INCLUDE TGSI'S IN ACCORDANCE WITH IPWEA RS-092.
ENVIRONMENTAL MANAGEMENT
EM1 | ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH AS3798 GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND
RESIDENTIAL DEVELOPMENTS.
EM2 | ALL ENVIRONMENT PROTECTION MEASURES SHALL BE IMPLEMENTED PRIOR TO START OF CONSTRUCTION WORK, INCLUDING
CLEARING.
EM3 | NO TREES SHALL BE REMOVED BEYOND THE EXTENT OF EARTHWORKS OR WHERE NECESSARY FOR CONSTRUCTION WITHOUT
THE PRIOR APPROVAL OF THE SUPERINTENDENT.
EM4 | ALL TREES AND SHRUBS TO BE RETAINED MUST BE PROTECTED FROM DAMAGE.
EM5 | BACKFILL AROUND TREE ROOTS USING A MIXTURE OF THREE PARTS TOPSOIL TO ONE PART COMPOST, LIGHTLY COMPACTED.
EM6 | EXCAVATIONS UNDER TREE CANOPIES TO BE BACKFILLED AS SOON AS POSSIBLE.
EM7 | ALL DISTURBED AREAS SHALL BE LEFT IN A STABLE CONDITION. THIS WILL INVOLVE SEEDING OR TURFING WITH APPROPRIATE
GRASS SPECIES. ANY DISTURBED SLOPES SHALL BE COVERED WITH A SUITABLE FORM OF EROSION CONTROL PRODUCT WHICH
DOES NOT CONTAIN EXTERNAL WIRE OR NYLON REINFORCEMENT.
EM8 | IF YOU SUSPECT FIRE ANTS ON SITE CALL DEPARTMENT OF PRIMARY INDUSTRIES ON 132523.
EM9 | PIPELINES ADJACENT TO SIGNIFICANT TREES MUST BE INSTALLED BY BORING OR DIRECTIONAL DRILLING UNLESS OTHERWISE
AGREED BY THE CONTRACT MANAGER.
EM10 | FOR TRENCH INSTALLATIONS TREE ROOTS MUST BE EXPOSED BY HAND EXCAVATION. TREE ROOTS MUST BE CUT CLEANLY AND A
BITUMINOUS FUNGICIDAL SEALANT APPLIED TO THE CUT SURFACE.
EM11 | TOPSOIL AND SUBSOIL MUST BE STOCKPILED SEPARATELY AND NOT BE STOCKPILED UNDER TREE CANOPIES.
EM12 | PLACE APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES IN ACCORDANCE WITH THE ENVIRONMENTAL MANAGEMENT
PLAN.
EM13 | NO SOIL MUST BE STOCKPILED WITHIN 5M OF ANY CREEK OR WATER COURSE.
EM14 | ANY SOIL DISTURBED ON SITE IS TO BE REUSED ON SITE. ANY UNSUITABLE MATERIAL NOT REUSED MUST BE DISPOSED OF AT A
REGULATED WASTE DISPOSAL FACILITY.
221304-OPW-01-220826.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT 1 19-05-22 FOR APPROVAL DTB DK
PROPOSED DUPLEX KUMAR MAHADEVAN .................
2 26-08-22 RFI RESPONSE UPDATES DK DK DATUM
DESIGN
AHD
DK
221304
23 CORAL TREE AVENUE NOOSA HEADS
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE (RPEQ 15522)
CONSTRUCTION NOTES
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C02 2
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 26-08-22
Section 3
LEGEND
N MARK DESCRIPTION
EXISTING BUILDING
EXISTING CONCRETE
EXISTING STORMWATER SURFACE
FLOW
EXISTING BOUNDARY
EXISTING COMMUNICATIONS
W EXISTING WATER MAIN
S EXISTING GRAVITY SEWER
SW EXISTING STORMWATER PIPE
E(OH) EXISTING OVERHEAD POWER
EXISTING UNDERGROUND POWER
+ 23.750 EXISTING SURFACE LEVEL
EXISTING OVERHEAD
POWER
E(OH)
) H
E(O
) H
E(OH)
E(O
W
18.78
EXISTING SEWER MAIN
EXISTING WATER METER H) E(OH)
E(OH)
E(OH)
E(O
TO BE RELOCATED E(OH)
) H E(OH) E(OH)
E(O
E(OH) E(OH)
TELE PIT E(OH)
E(OH) E(OH)
W
)
19.42 H
S
E(O
H)
(OH) E(OH)
S S
21.16 20.78 E(EO S
S S 19.04 18.81
S S 20.43 S
19.2E(OH)
S 20.44 20.00 19.64
19
19.6
21.17 19.60 SCREW
19.
S 20.56
19.8
S S 20.55 19.39
21.43 21.21 21.19 S S 20. 25.57 20. SEWER MANHOLE S
4
20
23.84 S S 4 Top 2
S of Gutter
20.6
S
S
20.8
S S
21
21.2
W
Top of Gutter S
21.4
20.42 S S S
S
20.45 20.36 S S
S
23.82 S
23.23
Top of Gutter
S S
19.04
20.35 19.41
21.24 21.17 Top of Awning 20.49
20.40 20.27 SEWER MANHOLE
21.12 21.10 21.31 19.48
E(OH)
20.54
Deck Level
20.49 18.86
W
21.41 20.28 SW Kerb Outlet
20.18
S
21.40
S
24.65 FLOOR LEVEL 20.56
Apex 24.63 20.55
E(OH)
21.27 EXISTING KERB
CORAL TREE AVENUE
23.90 Apex 20.60 20.59 19.49
20.16 20.13
Apex 19.46 ADAPTER
W
23.24 19.78 19.77
S
20.10 19.40
S
Top of Awning 18.85
21.32
E(OH)
21.52
21.14 21.12 23.83
20.46 20.10 19.80
21.17 21.16 Top of Gutter 21.16 20.06
W
21.16 20.60
21.19 21.16 20.59 20.08
S
S
E(OH)
21.18 20.62
EXISTING CONCRETE
20.58 20.60 19.40
21.19 20.59 20.60 20.60 20.63 TO BE REMOVED
21.36 20.06 20.03 19.83 19.72
W
25.60 19.74
21.14 20.60
E(OH)
20.60
S
Top of Gutter
S
GARAGE FLOOR LEVEL 19.70 19.49
21.48 20.48 19.58
21.14 19.04
26.68 20.56 18.90
20.06 19.99 19.65
21.17 21.11 Apex 19.15
W
23.25
E(OH)
25.69
Deck Level 19.34
S
19.91
S
20.60 Top of Gutter 19.73
21.11
20.69
21.11 19.64
FLOOR LEVEL
20.58 20.16 20.01 19.77 19.74 19.71 19.49 EXISTING DRIVEWAY
E(OH)
25.61
W
Top of Gutter 20.59
20.08 AND CROSSOVER TO
S
S
20.60 20.59 20.58 20.56
20.57
20.58 BE REMOVED
20.61 20.77 20.99 20.57 20.11
19.2
19.4
19.6
20.58
19
20.45
19.8
20.2
20
20.4
E(OH)
21.48
20.6
22.85 20.73 25.69 20.04
20.8
20.57 19.77
W
21.19
21
21.19 20.74 20.74 Top of Gutter
21
20.74 22.78
21
22.81
S
.2
20.56
S
18.95
.4
21.41 Top of Awning Top of Awning 20.57 20.56 20.42 19.75
20.34 20.07 20.05 19.86 19.33
19.08 19.11
E(OH)
20.74 Nail in Kerb
21.19 20.97 20.99 20.74
W
18.98
S
S
18.97
19.12
E(OH)
19.15
Letterbox
W
EXISTING SITE LAYOUT
SCALE 1:150 @ A3
221304-OPW-01-220826.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT 1 19-05-22 FOR APPROVAL DTB DK
PROPOSED DUPLEX KUMAR MAHADEVAN 0 1.5 3.0 4.5 6.0 7.5m
.................
2 26-08-22 RFI RESPONSE UPDATES DK DK DATUM
DESIGN
AHD
DK
221304
23 CORAL TREE AVENUE NOOSA HEADS
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:150 A3 (RPEQ 15522)
EXISTING SITE LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C03 2
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 26-08-22
Section 4
LEGEND
N MARK DESCRIPTION
PROPOSED BUILDING
PROPOSED DRIVEWAY/CARPARK
PROPOSED CROSSOVER
PROPOSED RETAINING WALL
+ FSL 23.750 PROPOSED FINISHED SURFACE LEVEL
FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
EXISTING BOUNDARY
EXISTING COMMUNICATIONS
W EXISTING WATER MAIN
S EXISTING GRAVITY SEWER
E(OH) EXISTING OVERHEAD POWER
EXISTING UNDERGROUND POWER
+ 23.750 EXISTING SURFACE LEVEL
CONTROL JOINT
1.0m CLEAR FROM
EXISTING POWER POLE SLAB CUT JOINT
NEW KERB
REFER DRAWING 221304-C10 FOR EXISTING TREE TO BE
LONGITUDINAL SECTION REMOVED/ RELOCATED AS SEWER MANHOLE TO BE
PER LANDSCAPING MATCHED IN NEATLY
E(OH)
PROVIDE RAISED KERB EDGE (200mm H)
E(O
MIN) & BATTER SURFACE TO EXISTING REQUIRMENTS H)
E(O
W
18.78
H) E(OH)
E(OH)
E(O
E(OH)
REFUSE AREA E(OH)
0.70
H) E(OH)
REFUSE AREA E(O
E(OH) E(OH)
E(OH)
TELE PIT
E(OH) E(OH)
W
)
19.42 H
S
E(O
(OH) ) E(OH)
S S
21.16 20.78 E(EOH S
S S 19.04 18.81
S S 20.43 S
19.2E(OH)
S 20.44 20.00 19.64
19
19.6
21.17 19.60 SCREW
19.
S 20.56
19.8
SW SW SW S S 20.55 19.39 SW SW
21.43 21.21 21.19
SW SW SW SW SW S SWS SW SW SW20. 25.57SW 20. SW SWSEWER MANHOLE SW S
4
20
23.84 S S 4 2 SW SW SW
Top
S of Gutter
20.6
SW S
S
20.8
S S
21
21.2
W
Top of Gutter S
21.4
2.70
20.42 S S S
S
20.45
SW
S
SW
2.60
20.36 S
S
23.82 S
23.23
Top of Gutter
S S
19.04
19.41
W
21.24 21.17 Top of Awning 20.49 20.35
4.00 S
20.40 20.27 SEWER MANHOLE
21.12 21.10 21.31 19.48
SW
E(OH)
SW
20.54
Deck Level
20.49 18.86
40.629
40
CORAL TREE AVENUE
30
W
20
6.02
20.28 SW Kerb Outlet
14.669
21.41
4.00
20.18
SW
SW
S
21.40
S
24.65 FLOOR LEVEL 20.56
10
SW
Apex 24.63 20.55
E(OH)
21.27
6.622
23.90 Apex 20.60 20.59 19.49
Apex
20.16 20.13
19.46
1.50
W
23.24 19.78 19.77 NEW CROSSOVER TO
S
20.10 19.40
S
Top of Awning 18.85 IPWEAQ STD DRGS.
0.000
21.32
E(OH)
21.52
21.12 23.83
21.14
4.75 4.75 RS-049 & RS-050
20.46 20.10 19.80
21.17 21.16 Top of Gutter 21.16 20.06
W
21.16 20.60
21.19 21.16 20.59 20.08
S
S
E(OH)
21.18 20.62
20.58 20.60 19.40
21.19 20.59 20.60 20.60 20.63
21.36 20.06 20.03 19.83 19.72
W
25.60 19.74
21.14 20.60
E(OH)
20.60
S
Top of Gutter
S
GARAGE FLOOR LEVEL 19.70 19.49
21.48 20.48 19.58
21.14 19.04
26.68 20.56 18.90
20.06 19.99 19.65
21.17 21.11 Apex 19.15
W
23.25
E(OH)
25.69
Deck Level 19.34
S
19.91
S
20.60 Top of Gutter 19.73
21.11
20.69
21.11 19.64
FLOOR LEVEL
20.58 20.01 19.77 19.74 19.71 19.49 EXISTING CROSSOVER TO BE REMOVED.
20.16
E(OH)
25.61
REINSTATE WITH B1 TYPE KERB AS PER
W
20.08
Top of Gutter 20.59
S
IPWEAQ STD DRG RS-080
S
20.59 20.58 20.56 20.58
20.60 20.57 20.11
20.61 20.77 20.99
19.4
20.57
19.2
19.6
20.58
19
20.45
19.8
20.2
20
20.4
E(OH)
21.48
20.6
22.85 20.73 25.69 20.04
20.8
20.57 19.77
W
21.19
21
21.19 20.74 20.74 Top of Gutter
21
20.74 22.78
21
22.81
S
.2
20.56
S
SW 18.95
.4
21.41 Top of Awning SW20.57 SW SW SW SW SW SW
Top of Awning 20.56 20.42 SW SW SW SW
20.34 20.07 20.05 19.86 19.75 19.33 SW
19.08 19.11
E(OH)
Section 5
20.74 Nail in Kerb
21.19 20.97 20.99 20.74
W
18.98
S
S
PROPOSED POOL 18.97
19.12
PROPOSED POOL (BY OTHERS)
(BY OTHERS)
PROPOSED SITE LAYOUT
SCALE 1:150 @ A3
221304-OPW-01-220826.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT 1 19-05-22 FOR APPROVAL DTB DK
PROPOSED DUPLEX KUMAR MAHADEVAN 0 1.5 3.0 4.5 6.0 7.5m
.................
2 26-08-22 RFI RESPONSE UPDATES DK DK DATUM
DESIGN
AHD
DK
221304
23 CORAL TREE AVENUE NOOSA HEADS
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:150 A3 (RPEQ 15522)
PROPOSED SITE LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C04 2
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 26-08-22
The text continues on section 6.