Original source · versioned page text
24-0285 Civil Issue C
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
PROPOSED RESIDENCE
3 HENDERSON STREET SUNSHINE BEACH
Client: JMML Investments
Job No: 24-0285
No9
ST.
N
No63
ELANDA
No65 No5-7
No67
No3
GROUND FLOOR FFL39.50
BASEMENT FFL36.50
SITE
SITE
CA
R
TU
RN
TA
BL
E
No69
R
DOO
ESS
EGR
H
WIT
E
GAT
ING
SLID
No1
T . PA
S RKC
ON RE
S.
E RS
N D
H E
LOCALITY PLAN SITE PLAN
SCALE A1 - N.T.S.
SCALE A1 - 1 : 1000
A3 - N.T.S. A3 - 1 : 2000
DRAWING REGISTER
Cromar Winning Consulting Engineers Pty Ltd T/A
Sheet No. TITLE REVISION Date of Issue ABN 30 169 626 957
C00 TITLE SHEET A B C 18/09/2024 Office: Suite 35/13 Norval Court, Maroochydore
C01 GENERAL NOTES & DETAILS A B C 18/09/2024 Ph: (07) 5444 5578
C02 SITE PLAN A B C 18/09/2024 Web: hrdesigngroup.com.au
C03 EARTHWORKS - FINISHED GRADING PLAN A B C 18/09/2024 Email: [email protected]
C04 EARTHWORKS - CUT FILL PLAN A B C 18/09/2024
C05 PAVEMENT PLAN A B C 18/09/2024
C06 SEWERAGE RETICULATION PLAN A B C 18/09/2024
C07 SEWERAGE RETICULATION LONGITUDINAL SECTIONS A B C 18/09/2024
C08 EROSION & SEDIMENT CONTROL PLAN A B C 18/09/2024
B.R. CROMAR BEng(Civil), MIEAust, CPEng, RPEQ 10233, NER
C09 VEHICLE TURN PATHS A B C 18/09/2024
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Full text of sections 2 to 7 (of 11)
Section 2
NOTES:
1.0 GENERAL:
1.1 Existing surface levels are indicated thus: 15.00
1.2 Finished constructed levels are indicated thus: 15.000
1.3 All building floor levels to be confirmed and approved Saw Joint 25 deep withing
by the Architectural Designer prior to construction. 1 day of placing concrete and
Second Pour First Pour fill with 5mm x 6mm deep
1.4 Contractor to obtain all necessary permits. Slab mesh as flexible sealant
specified. Backer rod
1.5 Underground services are shown where known. Contractor 10mm x 10mm Recess filled
R20 x 600 long dowel Remove every
with flexible sealant.
is to determine the exact location and depth of all at 300mm crs. second wire
services prior to commencing any excavation.
Slab thickness Slab as
=
1.6 When applicable, all carparks are to be whitelined with 180 Slab
as specified detailed
thickening
100mm wide painted lines using approved linemarking
=
paint.
1.7 Carry out all concrete work in accordance with AS3600. Grease & cap
120
1.8 Verify all setting out dimensions prior to construction. this end only. 300 300
1.9 Do not obtain dimensions by scaling the structural elements. SWAN JOINT DETAILS (S.J)
1.10 IF DOUBT EXISTS, REFER TO ENGINEER.
DOWEL JOINT DETAIL (D.J.)
2.0 DESIGN LOADS:
2.1 Light Vehicle Loading - 3 Tonne axle load.
3.0 CONCRETE:
C.I Gate/Lid (Hot dripped galv. if steel)
3.1 Place the following concrete (adjust target strength to to engineer's approval.
r
ve
Brushed on sika primer 1 or
Co
provide F'c as defined in AS3600) :- Finished surface 300mm Lap equivalent 1-8 hrs prior to inserting
40
Open cell polyurethane
Typical. foam backing rod sikaflex pro sealant or equivalent.
Location F'c at 28 days as defined in AS3600
Driveway 25 MPa
Varies
Depth
Crossover 32 MPa
Construction Joint
Max. Aggregate Size: 20mm N12 at 300mm
Slump: 80mm
150
Cure all concrete surfaces as directed in the specification.
12
3.2 Sample and test concrete in accordance with AS3600. 150 300min. 150 R16 dowels x 400 long.
N12 longitudinals
LAP 500. Grease and cap one end.
3.3 Consolidate by vibration.
F'c = 25MPa
TRENCH GRATE CROSS SECTION BOND BEAM CONTROL JOINT
4.0 REINFORCEMENT: SCALE 1:20 AT A1
4.1 Fix reinforcement as shown on the drawings. The type and
grade is indicated by a symbol as shown below. On the
drawings this is followed by a numeral wich indicates the
diameter of the bar in millimetres.
Hot rolled deformed bar: N
Structural grade plain round bar: R
Hard drawn wire fabric: No.
4.2 All laps in reinforcing steel to be full tension laps unless N12 trimmer bars
noted otherwise. 50mm side cover.
500 TYP.
Typical.
4.3 Proifile bar supports or spacers to give the following
concrete cover to all reinforcement, unless noted
700
otherwise on the drawings.
700
Slabs: 40mm Top & Side.
700 N12 trimmer bars
5.0 GENERAL DRIVEWAY SLAB ON GROUND NOTES: PIT 50mm side cover. 700
Typical. PIT
5.1 Subgrade Preparation: Edge of slab
(a) Trim foundation material to required levels and
remove any soil containing organic material.
(b) Proof roll to reveal any soft spots. All soft spots
to be removed and replaced with a material 500 TYP. Edge of slab 300 TYP.
having a minimum CBR 15 and compacted
to 95% standard A.A.S.H.O.
5.2 Refer Architect for steps. EDGE TRIMMER DETAIL FOR SIDE DRAINAGE PIT. EDGE TRIMMER DETAIL FOR CORNER DRAINAGE PIT.
5.3 Pour slab on waterproof membrane to Architect's
details on 50mm of bedding sand.
5.4 Filling as required to bring the site to grade shall be
CBR 15 material compacted to 95% standard A.A.S.H.O.
in layers of 150mm maximum. The builder shall take
compaction tests to verify the degree of compaction
and provide the certificates to the Engineer.
5.5 Certification of the quality of the CBR 15 material shall
be provided to the Engineer for approval prior to
delivery to the site.
5.6 Construction joints shall be located at sawn or dowel
joints. If located at sawn joint substitute dowel joint
detail.
REAL PROPERTY BOUNDARIES ARE TO BE ESTABLISHED BY
A LICENCED SURVEYOR. THE CONTRACTOR SHALL CONFIRM
TO THE SUPERVISING ENGINEER THAT THIS HAS BEEN
COMPLETED TO SUCH A STANDARD THAT WILL PERMIT
WORKS TO BE SET OUT ACCURATELY. THE ENGINEER SHALL
BE GIVEN THE OPPORTUNITY TO CONFIRM SUCH SETOUT
BEFORE CONSTRUCTION COMMENCES.
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 06/09/24 For Operational Works Approval
REVISION
B M.T. 11/09/24 For Operational Works Approval
at No.3 HENDERSON STREET SUNSHINE BEACH Job No.: 24-0285 1. Do not scale drawings.
2. Scale is correct at A3.
C M.T. 18/09/24 For Operational Works Approval Client: JMML INVESTMENTS
Dwg No.: C01 3. Check and verify all dimensions
Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 30/08/24 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 30/08/24 Ph: (07) 5444 5578 Email: [email protected] GENERAL NOTES
Section 3
LEGEND - PROPOSED:
1-1
2-1
3-1
4-1
1-2
2-2
STRUCTURE NAME
ROAD CENTRELINE
DRIVEWAY OUTLINE
CONCRETE VEHICULAR PAVEMENTS - TYPE C1
900x600
450x450
FIELD INLET
FIELD INLET TYPE 2
KERB OUTLET
KERB OUTLET
GRATED DRAIN
HB
CONCRETE VEHICULAR PAVEMENTS - TYPE C2
N
CONCRETE FOOTPATHS - TYPE C3
LANDSCAPING
/
STRUCTURE DESCRIPTION
BUILDING OUTLINE - GROUND FLOOR
/
LANDSCAPE STAIRS
RETAINING WALL
STORMWATER PIPE AND MANHOLE/PIT
/
MANHOLE No. - LINE No.
1-1
ROOFWATE/GARDEN DRAINAGE LINE
/
/
/ S SEWER MAIN AND STRUCTURE
/
/
/
150 SEW IL 36.81
/
150 SEW IL 34.95
/
/
STAIRS - 10 RISERS @ 175mm
/
/
LANDSCAPE STAIRS GROUND FLOOR FFL39.50
BASEMENT FFL36.50 RETAINING WALLS, STAIRS & INTERNAL
PAVEMENTS TO STRUCTURAL
ENGINEER'S DETAILS (TYP)
PROVIDE 150Ø STUB FOR MATCH NEATLY TO STORMWATER LONGITUDINAL NOTES:
ROOFWATER CONNECTION EXISTING PATH
S
DL.1. PIPES DENOTED (PVC) SHALL BE UPVC, S.W.
STAIRS - 4 RISERS @ 175mm DL.2. FOR DETAILS OF FIELD INLETS REFER TO IPWEA
CA STANDARD DRAWING DS-050.
3-1
R
TU
2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB. DL.3. FOR DETAILS OF ROOF WATER INSPECTION
RN
TA CHAMBERS REFER TO IPWEA STANDARD DRAWING
BL REFER IPWEA Std Dwg RS-081 FOR DETAILS
E
1-1 DL.4.
DS-110.
FOR DETAILS OF CULVERT BEDDING AND
BACKFILLING REFER IPWEA STANDARD DRAWINGS
STAIRS - 5 RISERS @ 175mm DS-030 AND DS-031.
S
OR 4-1
DO
SS
RE
300mm WIDE GRATED DRAIN WITH
EG
H
IT
W
HEAVY DUTY GRATE & FRAME PIPE SIZE (mm) 150 150 (2x)100 (2x)100
TE
GA
STONE CLAD BLOCK WALL
G
IN
ID
PIPE CLASS (PVC) (PVC) (PVC) (PVC)
2-1
SL
TO ARCHITECT'S DETAILS
TAKE UP & REMOVE FROM SITE EXISTING
1.00% 1.00% 1.00% 2.60%
DRIVEWAY CROSSOVER. MAKE GOOD PIPE GRADE
WITH NEW KERB TYPE B1 TO MATCH IN 1:100 1:100 1:100 1:38
S
PROVIDE 150Ø STUB FOR NEATLY WITH EXISTING KERB
FULL PIPE VELOCITY (m/s) 0.00 0.00 0.34 0.14
ROOFWATER CONNECTION 0
5.5
PART FULL VELOCITY (m/s) 0.00 0.00 0.66 0.73
STAIRS - 3 RISERS @ 175mm TAKE UP & REMOVE EXISTING PATH
& CONSTRUCT 2m WIDE CONCRETE
DATUM RL 23.0 24.0
W.S.E IN STRUCTURE
36.080
36.080
36.080
36.080
36.080
36.039
35.901
35.901
37.607
37.600
37.304
37.304
PATH IN ACCORDANCE WITH N.S.C
SPECIFICATIONS H.G.L IN PIPE
PIPE FLOW (cumecs) 0.000 0.000 0.005 0.002
CONSTRUCT 4m WIDE RESIDENTIAL
S
FLOW CAPACITY (cumecs) 0.015 0.015 0.010 0.017
CROSSOVER. REFER IPWEA Std
Dwgs RS-049/050 FOR DETAILS
0.43
0.92
0.92
1.65
1.67
0.10
0.10
1.00
37.280 -0.34
37.280 -0.34
DEPTH TO INVERT
STONE CLAD BLOCK WALL
1-2 STAIRS - 3 RISERS @ 175mm
EXISTING TELECOMMUNICATIONS
36.066
36.023
36.023
35.959
35.939
35.850
35.850
37.500
TO ARCHITECT'S DETAILS
LEGEND - EXISTING OPTICAL FIBRE CABLES TO BE LOWERED INVERT LEVELS
S
(BY OTHERS AT DEVELOPERS EXPENSE)
ETE
SURFACE LEVELS
36.500
(38.626)
36.939
(38.150)
37.612
(37.718)
35.950
(35.875)
38.497
(38.978)
36.940
(37.280)
ELECTRICAL OVERHEAD
TR
2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB. FINISHED
NS
SEWER GRAVITY MAIN PROPOSED SEWER MAIN
RE-ALIGNMENT. REFER SEWER REFER IPWEA Std Dwg RS-081 FOR DETAILS (EXISTING)
SO
TELECOMMUNICATION CONDUITS
PLAN C06 FOR DETAILS
ER
E 510917.999
E 510921.752
E 510925.025
E 510933.343
E 510915.091
E 510921.799
N 7079109.812
N 7079107.645
N 7079113.164
N 7079110.091
N 7079098.687
N 7079093.529
WATER MAIN
STRUCTURE
2-2 TAKE UP & REMOVE EXISTING PATH
ND
STORMWATER DRAINAGE SETOUT
& CONSTRUCT 2m WIDE CONCRETE
HE
ROAD CROWN PATH IN ACCORDANCE WITH N.S.C COORDINATES
EDGE OF BITUMEN SPECIFICATIONS
MATCH NEATLY TO
KERB EXISTING PATH
LENGTH m 4.334 6.417 8.867 8.462
TOP OF EMBANKMENT
0.000
4.334
0.000
8.462
10.751
19.618
CHANGE OF GRADE
DISTANCE ALONG DRAIN
BOTTOM OF EMBANKMENT
TABLE DRAIN
BUILDING
LINE 1 2
/ / / FENCE
LEGEND DRAINAGE
PROPERTY BOUNDARIES
10.5 EXISTING CONTOURS EXISTING SURFACE LEVEL LONGITUDINAL SECTIONS
EXISTING VEGETATION OUTLINE
TREE RETAINED, TREE REMOVED
PLAN FINISHED SURFACE LEVEL
HGL (Q20)
SCALE A1 - 1:1000(H) 1:100(V)
A3 - 1:2000(H) 1:200(V)
SCALE A1 - 1 : 100 0 20 40 60 80 100m
A3 - 1 : 200 SWD PIPE
SCALE 1:1000 @A1
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 06/09/24 For Operational Works Approval
REVISION
0 1 2 4 6 8 10m at No.3 HENDERSON STREET SUNSHINE BEACH
B M.T. 11/09/24 For Operational Works Approval Job No.: 24-0285 1. Do not scale drawings.
2. Scale is correct at A3.
C M.T. 18/09/24 For Operational Works Approval Client: JMML INVESTMENTS
Dwg No.: C02 3. Check and verify all dimensions
SCALE 1:100 @A1 Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 30/08/24 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 30/08/24 Ph: (07) 5444 5578 Email: [email protected] SITE PLAN
Section 4
LEGEND - PROPOSED:
ROAD CENTRELINE
DRIVEWAY OUTLINE
B99 Vert Clearance (2004)
22.80 FINISHED CONTOURS
F.L.22.90 FINISHED SURFACE LEVEL
I.P.12.257, 36.500
/
FL22.80
41.4
F.L.40.80 FILL GRADE LINE AND LEVEL
300
41.2
GROUND FLOOR FFL39.50
RETAINING WALL
/
BDY
.0
41
F.L.40.80
8
N
40.
F.L.41.08
BUILDING OUTLINE - SLAB ON GROUND
6
40 .
2700
F.L.39.50
/
4
F.L.40.10
40.
STORMWATER DRAINAGE LINE
B85 Ground Clearance (2004)
BASEMENT FFL36.50
.2
40
F.L.40.10
6.887, 37.220
/
8.387, 37.145
/
0
3.500, 36.881
1.500, 36.831
40.
F.L.39.50
11.507, 36.625
12.257, 36.531
13.007, 36.500
13.387, 36.500
GRATED DRAIN /
8
39.
CROSSOVER
/
/
6
39.
PROPOSED SEWER F.L.41.31 F.L.39.50 F.L.39.50
/
/
RE-ALIGNMENT /
VC 1.5
28064
EXISTING TELECOMMUNICATIONS
43109.
EXISTING 150Ø
R9
41.4
/
VC LENGTH OPTICAL FIBRE TO BE RELOCATED SEWER MAIN
RADIUS
GRADE 12.500% 2.500% 10.000% -5.000% -16.670% 0.000%
41.6
/
DATUM RL 29.0 F.L.39.50
36.764
41.8/
GROUND FLOOR FFL39.50
LIP LEVELS LHS F.L.41.67 BASEMENT FFL36.50 F.L.37.75
F.L.39.50
F.L.38.80 31.4
46
MATCHES EXISTING
36.524
F.L.37.50
LIP LEVELS RHS VERGE CROSSFALL
9
F.L.37.28
.23
F.L.37.60 F.L.37.50
24
S
28.9
F.L.38.80 7
378. 38.6
4
0.261
F.L.39.50 -23
0.000
0.693
0.777
1.235
2.160
2.954
3.502
CUT/FILL
2804
.4
F.L.41.33
41
.7% MATCH NEATLY TO
(Depth of) EXISTING PATH
37.2
F.L.38.57 F.L.36.03 26.
37.0
44
36.531
36.881
37.220
.2
37.145
36.644
36.500
36.500
36.831
DESIGN 3
36.8
41 F.L.36.15
F.L.37.70
36.6
LEVELS F.L.35.97
36.4
F.L.37.65
S
F.L.38.58 -3.
OR
36.2
F.L.36.50
.0
9%
DO
38.691
41
37.997
38.380
37.574
36.644
39.454
40.002
SS
37.092
EXISTING SURFACE -22
RE
EG
F.L.37.35 .3%
H
IT
W
LEVELS
TE
DRIVEWAY CONTROL LINE DW01
GA
G
.8
F.L.36.93
IN
36
40
ID
SL
.4
12.257
F.L.40.70
6.887
8.387
3.500
0.000
20.000
24.239
1.500
F.L.37.05
.6
40
.6
CHAINAGE
36
F.L.36.50
36
.8
.4
.6
S
36
40
.0
-2
.2
37
40
.0%
.0 -1
HC DATA 40 3789 37.2 F.L.36.75 0.5
.80264 F.L.37.75 %
9.8
3 16
.42
DRIVEWAY - DW01 F.L.39.50 F.L.37.29
37.2
2
.6
39
HOR. 1 : 100 F.L.37.38 F.L.36.71
F.L.39.00
VERT. 1 : 100 .4
37.0
39 F.L.39.17 -2. F.L.36.52
F.L.39.20 F.L.38.47 0%
F.L.37.02
12
S
F.L.38.45 .41
37.2
8
36.8
00
37.4
T
37F.L.36.95
37.6
0.0
F.L.39.00 F.L.38.50
EE
39
.2
37.8
Section 5
-1
.2
8
INTERSECTION DRIVEWAY
R
.0%
F.L.36.76
38.0
-1
ST
F.L.39.00 3
37
38.2
.4%
.4
38.4
ON
F.L.39.32
38.6
37
S
.6
S
F.L.39.31
38.8
ER
37
39.0
F.L.39.30
-4
.8
ND
39.2
.6
38.0
%
-1
HE
F.L.38.18
8
MATCHES EXISTING
.4%
-3
5.0
1.9
VERGE CROSSFALL
00
%
F.L.38.70 F.L.38.05 MATCH NEATLY TO
2.97
EXISTING PATH
5
1.05
VC LENGTH
0.00
5
RADIUS
0
GRADE -19.880% -15.267% -14.827% -5.967% -3.330% -9.571% -5.416% -3.901%
DATUM RL 28.0
PLAN
FOOTPATH CONTROL LINE FP01
0.329
0.193
0.000
-0.000
-0.036
CUT/FILL
(Depth of) SCALE A1 - 1 : 100
A3 - 1 : 200
38.051
36.951
36.712
36.619
35.967
DESIGN
LEVELS
39.110
38.750
38.360
38.051
37.280
36.905
36.583
35.967
35.830
35.734
EXISTING SURFACE
LEVELS
13.216
17.219
20.000
27.241
29.772
32.244
0.000
1.853
3.773
5.798
CHAINAGE
FOOTPATH - FP01
HOR. 1 : 100
LONGITUDINAL SECTIONS
Issue Made By Date Description
VERT. 1 : 100 PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 06/09/24 For Operational Works Approval
REVISION
0 1 2 4 6 8 10m at No.3 HENDERSON STREET SUNSHINE BEACH
B M.T. 11/09/24 For Operational Works Approval Job No.: 24-0285 1. Do not scale drawings.
2. Scale is correct at A3.
Client: JMML INVESTMENTS
SCALE A1 - 1 : 100 C M.T. 18/09/24 For Operational Works Approval
Dwg No.: C03 3. Check and verify all dimensions
SCALE 1:100 @A1 Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 30/08/24 prior to commencement of work.
A3 - 1 : 200 Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 30/08/24 Ph: (07) 5444 5578 Email: [email protected] FINISHED GRADING PLAN
Section 6
N
/
/
/
/
/
/
/
/
/
/
/
/
/
/
GROUND FLOOR FFL39.50
BASEMENT FFL36.50
OR
DO
SS
RE
EG
H
IT
W
TE
GA
G
IN
ID
SL
Surface Analysis: Elevation Ranges
Minimum Elevation Maximum Elevation
Number Color (m) (m)
1 -4.720 -4.500
2 -4.500 -4.000
3 -4.000 -3.500
T
EE
TR
4 -3.500 -3.000
NS
5 -3.000 -2.500
SO
ER
6 -2.500 -2.000
ND
7 -2.000 -1.500
HE
8 -1.500 -1.000
9 -1.000 -0.500
10 -0.500 0.000
11 0.000 0.500
12 0.500 1.000
13 1.000 1.200
PRELIMINARY BULK EARTHWORK VOLUMES
CUT 1,162m³
FILL 24m³
SPOIL : 1,138m³
NOTE:
1. NO ALLOWANCE FOR TOPSOIL STRIP/RE-SPREAD
2. NO ALLOWANCE FOR DRIVEWAY/BUILDING SLAB PAVEMENT THICKNESS
PLAN
3. SOLID FILL (ZERO BULKING FACTOR) SCALE A1 - 1 : 100
4. EXCLUDES ALL BAD GROUND REPLACEMENT A3 - 1 : 200
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 06/09/24 For Operational Works Approval
REVISION
0 1 2 4 6 8 10m at No.3 HENDERSON STREET SUNSHINE BEACH
B M.T. 11/09/24 For Operational Works Approval Job No.: 24-0285 1. Do not scale drawings.
2. Scale is correct at A3.
C M.T. 18/09/24 For Operational Works Approval Client: JMML INVESTMENTS
Dwg No.: C04 3. Check and verify all dimensions
SCALE 1:100 @A1 Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 30/08/24 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 30/08/24 Ph: (07) 5444 5578 Email: [email protected] CUT FILL PLAN
Section 7
LEGEND - PROPOSED:
S.J.
SAWN JOINT
D.J.
N DOWEL JOINT
CONCRETE VEHICULAR PAVEMENTS - TYPE C1
/
CONCRETE VEHICULAR PAVEMENTS - TYPE C2
CONCRETE FOOTPATHS - TYPE C3
/
/
/
/
/
/ /
/
/
/
/
/
/
GROUND FLOOR FFL39.50
BASEMENT FFL36.50
MATCH NEATLY TO
Driveway Slab:
150 SLAB
EXISTING PATH
SL82 Mesh
40 Top Cover
F'c = N32
S.J
.
OR
DO
SS
RE
EG
H
IT
W
D.
TE
J.
GA
G
IN
ID
S.J
SL
.
.
S.J
S.J
.
S.J
.
D.J
.
.
S.J
S.J
.
S.J TAKE UP & REMOVE EXISTING PATH
J.
. D. & CONSTRUCT 2m WIDE CONCRETE
D.
.
J.
S.J
PATH IN ACCORDANCE WITH N.S.C
SPECIFICATIONS
S.J
.
S.J
.
.
S.J
S.J
.
CONSTRUCT 4m WIDE RESIDENTIAL
.
S.J
D.
J.
CROSSOVER. REFER IPWEA Std
S.J
.
Dwgs RS-049/050 FOR DETAILS
D. Crossover Slab:
J. 175 SLAB
SL82 Mesh
T
40 Top Cover
EE
S.J F'c = N32
.
R
ST
S.J
N
. Footpath Slab:
SO
S.J 100 SLAB
. SL72 Mesh
ER
Central
ND
F'c = N32
HE
MATCH NEATLY TO
EXISTING PATH
PLAN
SCALE A1 - 1 : 100
A3 - 1 : 200
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 06/09/24 For Operational Works Approval
REVISION
0 1 2 4 6 8 10m at No.3 HENDERSON STREET SUNSHINE BEACH
B M.T. 11/09/24 For Operational Works Approval Job No.: 24-0285 1. Do not scale drawings.
2. Scale is correct at A3.
C M.T. 18/09/24 For Operational Works Approval Client: JMML INVESTMENTS
Dwg No.: C05 3. Check and verify all dimensions
SCALE 1:100 @A1 Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 30/08/24 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 30/08/24 Ph: (07) 5444 5578 Email: [email protected] PAVEMENT PLAN
The text continues on section 8.