Original source · versioned page text
RFI - 22-0360 Civil Issue F
PROPOSED RESIDENCE
3 HENDERSON STREET SUNSHINE BEACH
Client: JMML Developments
Job No: 22-0360
No9
ST.
N
No63
ELANDA
No65 No5-7
No67
No3
GROUND FLOOR FFL39.50
BASEMENT FFL36.50
SITE
SITE No69
No1 GA
TE
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 F 20/02/2023 Office: Suite 35/13 Norval Court, Maroochydore
C01 GENERAL NOTES & DETAILS F 20/02/2023 Ph: (07) 5444 5578
C02 SITE PLAN F 20/02/2023 Web: hrdesigngroup.com.au
C03 EARTHWORKS - FINISHED GRADING PLAN F 20/02/2023 Email: [email protected]
C04 EARTHWORKS - CUT FILL PLAN F 20/02/2023
C05 PAVEMENT PLAN F 20/02/2023
C06 SEWERAGE RETICULATION PLAN F 20/02/2023
C07 SEWERAGE RETICULATION LONGITUDINAL SECTIONS F 20/02/2023
C08 EROSION & SEDIMENT CONTROL PLAN F 20/02/2023
B.R. CROMAR BEng(Civil), MIEAust, CPEng, RPEQ 10233, NER
C09 VEHICLE TURN PATHS F 20/02/2023
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Page 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:
F M.T. 20/02/23 For Operational Works Approval
REVISION
at No.3 HENDERSON STREET SUNSHINE BEACH Job No.: 22-0360 1. Do not scale drawings.
2. Scale is correct at A3.
Client: JMML DEVELOPMENTS
Dwg No.: C01 3. Check and verify all dimensions
Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 20/05/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 20/05/22 Ph: (07) 5444 5578 Email: [email protected] GENERAL NOTES
Page 3
LEGEND - PROPOSED:
1-1
2-1
3-1
4-1
1-2
2-2
STRUCTURE NAME
ROAD CENTRELINE
DRIVEWAY OUTLINE
600x600
450x450
CONCRETE VEHICULAR PAVEMENTS - TYPE C1
FIELD INLET TYPE 2
KERB OUTLET
KERB OUTLET
GRATED DRAIN
HB
FIELD INLET
CONCRETE VEHICULAR PAVEMENTS - TYPE C2
N
CONCRETE FOOTPATHS - TYPE C3
LANDSCAPE STAIRS LANDSCAPING
/
STRUCTURE DESCRIPTION
BUILDING OUTLINE - GROUND FLOOR
/
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 34.99
/
150 SEW IL 35.96
STAIRS - 7 RISERS @ 175mm
/
STAIRS - 3 RISERS @ 175mm
/
LANDSCAPE STAIRS
9
1.6
STAIRS - 2 RISERS @ 175mm
/
GROUND FLOOR FFL39.50
BASEMENT FFL36.50
0
5.4
PROVIDE 150Ø STUB FOR
ROOFWATER CONNECTION
MATCH NEATLY TO STORMWATER LONGITUDINAL NOTES:
EXISTING PATH
S
DL.1. PIPES DENOTED (PVC) SHALL BE UPVC, S.W.
DL.2. FOR DETAILS OF FIELD INLETS REFER TO IPWEA
1.2 3-1 STANDARD DRAWING DS-050.
0 2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB. DL.3. FOR DETAILS OF ROOF WATER INSPECTION
CHAMBERS REFER TO IPWEA STANDARD DRAWING
REFER IPWEA Std Dwg RS-081 FOR DETAILS
1-1 3.0
0 DL.4.
DS-110.
FOR DETAILS OF CULVERT BEDDING AND
BACKFILLING REFER IPWEA STANDARD DRAWINGS
1.1 DS-030 AND DS-031.
0
S
300mm WIDE GRATED DRAIN WITH 2-1 4-1
HEAVY DUTY GRATE & FRAME PIPE SIZE (mm) 150 150 (2x)100 (2x)100
STONE CLAD BLOCK WALL
TO ARCHITECT'S DETAILS PIPE CLASS (PVC) (PVC) (PVC) (PVC)
TAKE UP & REMOVE FROM SITE EXISTING 1.00% 1.00% 1.00% 0.50%
DRIVEWAY CROSSOVER. MAKE GOOD PIPE GRADE
WITH NEW KERB TYPE B1 TO MATCH IN 1:100 1:100 1:100 1:200
S
NEATLY WITH EXISTING KERB FULL PIPE VELOCITY (m/s) 0.00 0.00 1.00 0.90
0
5.5
0
5.4
1.2 PART FULL VELOCITY (m/s) 0.00 0.00 1.00 0.90
0
1-2 TAKE UP & REMOVE EXISTING PATH DATUM RL 23.0 24.0
3.0 & CONSTRUCT 2m WIDE CONCRETE
W.S.E IN STRUCTURE
36.217
36.217
36.217
36.217
36.217
36.042
35.939
35.939
37.054
36.986
36.925
36.925
0 PATH IN ACCORDANCE WITH N.S.C
SPECIFICATIONS H.G.L IN PIPE
9
1.6
1.2
0
PIPE FLOW (cumecs) 0.000 0.000 0.016 0.014
RETAINING WALLS, STAIRS & INTERNAL
CONSTRUCT 4m WIDE RESIDENTIAL FLOW CAPACITY (cumecs) 0.015 0.015 0.010 0.007
S
PAVEMENTS TO STRUCTURAL
ENGINEER'S DETAILS (TYP) CROSSOVER. REFER IPWEA Std
Dwgs RS-049/050 FOR DETAILS
0.46
0.51
0.51
1.22
1.24
0.15
0.15
0.25
0.10
0.10
DEPTH TO INVERT
STAIRS - 13 RISERS @ 175mm
36.038
36.018
36.018
35.962
35.942
35.850
35.850
36.886
36.840
36.840
PROVIDE 150Ø STUB FOR EXISTING TELECOMMUNICATIONS
LEGEND - EXISTING 2-2 INVERT LEVELS
E
ROOFWATER CONNECTION OPTICAL FIBRE CABLES TO BE LOWERED
AT
G
STONE CLAD BLOCK WALL
S
(BY OTHERS AT DEVELOPERS EXPENSE)
T
EE
TO ARCHITECT'S DETAILS
SURFACE LEVELS
36.500
(38.667)
36.524
(38.456)
37.182
(37.838)
36.000
(35.875)
37.137
(38.694)
36.940
(36.840)
TR
ELECTRICAL OVERHEAD
2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB. FINISHED
NS
SEWER GRAVITY MAIN
REFER IPWEA Std Dwg RS-081 FOR DETAILS (EXISTING)
O
TELECOMMUNICATION CONDUITS
RS
E 510917.684
E 510919.358
E 510924.306
E 510933.343
E 510917.635
E 510925.453
N 7079110.434
N 7079109.408
N 7079111.951
N 7079110.091
N 7079102.501
N 7079097.802
WATER MAIN
STRUCTURE
DE
TAKE UP & REMOVE EXISTING PATH
STORMWATER DRAINAGE SETOUT
N
& CONSTRUCT 2m WIDE CONCRETE
COORDINATES
HE
ROAD CROWN PATH IN ACCORDANCE WITH N.S.C
EDGE OF BITUMEN SPECIFICATIONS
MATCH NEATLY TO
KERB EXISTING PATH
PROPOSED SEWER MAIN LENGTH m 1.963 5.564 9.226 9.122
TOP OF EMBANKMENT RE-ALIGNMENT. REFER SEWER
16.753
0.000
1.963
7.527
0.000
9.122
CHANGE OF GRADE PLAN C06 FOR DETAILS DISTANCE ALONG DRAIN
BOTTOM OF EMBANKMENT
TABLE DRAIN
LINE 1 2
BUILDING
/ / / 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:
F M.T. 20/02/23 For Operational Works Approval
REVISION
0 1 2 4 6 8 10m at No.3 HENDERSON STREET SUNSHINE BEACH Job No.: 22-0360 1. Do not scale drawings.
2. Scale is correct at A3.
Client: JMML DEVELOPMENTS
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 : 16/05/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 16/05/22 Ph: (07) 5444 5578 Email: [email protected] SITE PLAN
Page 4
LEGEND - PROPOSED:
Certified By: B.R. CROMAR BEng(Civil), MElAust, CPEng, RPEQ, NER
(07) 54445578 Email: [email protected]
S /
™~N
[| [| ‘ NN — - — - — ROAD CENTRELINE /
ILS : SS DRIVEWAY OUTLINE ;
\ CS @ Ss
S S —__ QO © / Sn 2280-——-—- FINISHED CONTOURS /
~~
\et Ceara Ih S f spl Y ~ F.L.22.90 FINISHED SURFACE LEVEL /
3 O / SS s ~ /
8 = F408 a >—_—FL22.80_____ FILL GRADE LINE AND LEVEL J
i w Ss
>= Qi / fo ~ @D ‘ S 6 ~ Ss (22222272727 ZZ ZZ RETAINING WALL /
a N / J ( ( e Ss v ~ ~~ /
ee ees F.L.41.08 4 (0 OEE EEDA IETS
a: / Lu [| ol | GE § g 2 ~ E {BUILDING OUTLINE - SLAB ON GROUND
/ J /| | F.L.39.50 » = ~ SL Pee eee /
A oe-pe= / fy. , ips ‘0 Smmmmmmmmmn STORMWATER DRAINAGE LINE J
I I ? f Oy On Sarees =s—— —_ ROOFWATER DRAINAGE LINE /
Gundam! Ye se | 78 & fe (ORS rae SL
~ - cD
° * ~ oe SS Ly f F 1.39.50 oS ~ /
s ¢ 2 8 38 / SO se, Wy SS Soo
re) re) ca) } Sb /
1 ? SROPOSED SEWER = A ¥/ FLATS RY 1 39.50 VA NS N ?
RE-ALIGNMENT “oT a wor Y XS SSN /
VC 1.5 / if I FL.39.50$h°7 f aN 5 i
EXISTING TELECOMMUNICATIONS EXISTING 1500 R'9 vf oy Lie 1.39.5 YS ON /
VC LENGTH OPTICAL FIBRE TO BE RELOCATED SEWER MAIN / f / ‘ = V7, N 2 4 3 N, /
™~N
RADIUS / ey F.L.39.50 // ne = ~ °
GRADE 12.500% 2.500% 10.000% +5.000% -16.670% 0.000% ye y ¢ // XQ Oo “XN smh
> ‘XN ur 37.7;
DATUM RL 29.0 / ° jt LAC 39.50 —
3 / O JZ | F.L.39.50 7 “ 2 // ‘ ~
R j GROUND FLOOR FFL39.50 /,
LIPLEVELS LHS S ON OEMeNrretageg KM NEY // VBS —fse_
F.L.37,00 / f J 3
£L37.75 5 ~ 44
x / , ° Z / MATCHES EXISTING)”
LIPLEVELS RHS S gé . y < Je 137d _/ [VERGE CROSSFALL] ~ /
<SF.L37.60 ‘
N\ \ 7 Far eA ep? SN
8 8 8 rr 8 8 B s ne la : Wa —
COTIFILE S| 6S S S| of wi al os ‘ MATCH NEATLY TO] —
(Depth of) nat EXISTING PATH ~
DESIGN 3 8 2 S 2 2 3 3 \, F.L.36.50
LEVELS o o o 3 & 6 o
= _ a =
EXISTINGSURFACE |3| 8 5 2; 8 ZB @ s
LEVELS 3) & 6 «8 8 B S ]
Ky KR iS
ag 8 a 8 : g g |
CHAINAGE © — ° _ S x /
/
HC DATA /
/f
DRIVEWAY - DW01
HOR. 1: 100
VERT. 1: 100
a a ————— L
Sf ff EIEN a
Lu
=
ac
Qa
Zz
o
oS
2 MATCHES EXISTING
ry VERGE CROSSFALL
= MATCH NEATLY TO -
EXISTING PATH J
VC LENGTH /
RADIUS
GRADE -19.880% -15.267% -14.827% -5.967% -3.330% -9.571% -5.416% -3.901% J
DATUM RL 28.0
° FOOTPATH CONTROL LINE FPO1
CUTIFILL 8 & S 8 3 PLAN 7
oO oO oO oO oO —_—
(Depth of) SCALE AT- 1: 100 J
= = ~ > — A3- 1: 200
DESIGN 8 2 x 5 8
LEVELS © 8 8 8 3
oO oS a —_ a wo cD i a as
EXISTING SURFACE |= © 8 we g 8 8 3 %3 R
o> Cc Cc co te oO oO LO LO LO
LEVELS oO oO oO oO oO oO oO o o o
oO cD oO cO oOo oO oS —_ N st
S Lo KK ron) = = So => WN zy
S 08 RC R N N S N N N
CHAINAGE © ~ °° ‘© 2 = AQ wi Qi oS
FOOTPATH - FP01
HOR. 1: 100
issue [ Made By [Date [ Description PROPOSED RESIDENCE Scale : AS SHOWN
VERT. 1: 100 ; :
LO N G ITU DI NAL S ECT | O N S 0 4 9 4 6 8 40m z F MT. 20/02/23 | For Operational Works Approval at No.3 HENDERSON STREET SUNSHINE BEACH H R D ES | G N Job No 70-0360 a see avin
ee EE 3 Client: JMML DEVELOPMENTS CONSULTING ENGINEERS . &. Scale is correct al AS.
SCALE Al ° 1 100 SCALE 1:100 @A1 = Designed By B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By: MT | Date: 16/05/22 Dwg No.: C03 » vor commer cement of wrk
A3- 1: 200 Date - 16/05/22 | er FINISHED GRADING PLAN
Page 5
N
/
/
/
/
/
/
/
/
/
/
/
/
/
/
GROUND FLOOR FFL39.50
BASEMENT FFL36.50
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
ET
RE
4 -3.500 -3.000
ST
ON
5 -3.000 -2.500
S
E
ER
6 -2.500 -2.000
AT
G
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 1,251m³
FILL 12m³
SPOIL : 1,239m³
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:
F M.T. 20/02/23 For Operational Works Approval
REVISION
0 1 2 4 6 8 10m at No.3 HENDERSON STREET SUNSHINE BEACH Job No.: 22-0360 1. Do not scale drawings.
2. Scale is correct at A3.
Client: JMML DEVELOPMENTS
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 : 16/05/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 16/05/22 Ph: (07) 5444 5578 Email: [email protected] CUT FILL PLAN
Page 6
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
/
/
/
/
/
/
/
/
/
/
/
/
/
MATCH NEATLY TO
EXISTING PATH
S.J
.
Driveway Slab:
150 SLAB
SL82 Mesh D.J
.
40 Top Cover S.J
S.J .
F'c = N32 .
.
S.J
D.
J.
S.J S.J
. .
.
S.J
S.J
.
.
S.J S.J
.
.
D.J
S.J
.
S.J
.
D.
J.
S.J TAKE UP & REMOVE EXISTING PATH
.
D.J
. D. & CONSTRUCT 2m WIDE CONCRETE
.
J.
S.J
PATH IN ACCORDANCE WITH N.S.C
S.
J. 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
E
AT
G
SL82 Mesh
T
40 Top Cover
EE
S.J F'c = N32
.
TR
NS
S.J
. 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:
F M.T. 20/02/23 For Operational Works Approval
REVISION
0 1 2 4 6 8 10m at No.3 HENDERSON STREET SUNSHINE BEACH Job No.: 22-0360 1. Do not scale drawings.
2. Scale is correct at A3.
Client: JMML DEVELOPMENTS
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 : 16/05/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 16/05/22 Ph: (07) 5444 5578 Email: [email protected] PAVEMENT PLAN
Page 7
LEGEND - EXISTING
ELECTRICAL OVERHEAD
SEWER GRAVITY MAIN
TELECOMMUNICATION CONDUITS
WATER MAIN
/
41.4
STORMWATER DRAINAGE
41.2
N
0
ROAD CROWN
41.
/
8
40.
SEWER
6
40.
4
40.
2
40.
LEGEND - PROPOSED:
0
/
40.
8
39.
6
39.
1 STRUCTURE / BEND NUMBER
/
/ 2 LINE NUMBER
/ S SEWER MAIN AND STRUCTURE
/
/ S HOUSE CONNECTIONS BRANCHES
DIRECTION OF HOUSE CONNECTION TO MAIN
/
/
/ 9.2 FINISHED CONTOURS
STORMWATER DRAINAGE
/
X
2
.208642
4431109..4
/
1
1
41.6
1.45
CONSTRUCT MH OVER EXISTING 150Ø
3 9.4
399. .2
3 0
3
3 8.8
/
MAIN. CONNECTION TO EXISTING BY
388. .6
GROUND FLOOR FFL39.50
4
41.8
BASEMENT FFL36.50 UNITYWATER AT DEVELOPERS EXPENSE
3378. .0.2
8
38
37.6
41.6
37.2
S
VC
.4
41
ØP
EX.
37.0
150
ØP
150
VC
X.
36.E8
.2
41
36.4
36.6
36
36.8
37.0
.6
2
3S7.
.0
36.2
41
1.0
0
.8 TAKE UP & REMOVE EXISTING 150Ø PVC MAIN
40
36
.4
FROM 4/1 TO X/2. CONNECTION TO EXISTING
BY UNITYWATER AT DEVELOPERS EXPENSE .6
.6
36 X
40
1
36
.8
.4
.6
S
36
40
.0
.2
37
40
.0 36.8
40 37.2
.8
39
37.2
2
.6
39
37.0 1 PROPOSED DN150 SEWER
PA
MAIN RE-ALIGNMENT RK
37.0
CR
E CS
EN
T
S
337987
..202486 37.
38
37.2
36.8
.468
1.0 2
37.
0
ET
4
37.
RE
37.
6
38.0
8
ST
38.2
38.4
S 38.6
E
ON
AT
38.8
G
X
39.0
4
39.
3
RS
.2
E
39
ND
.0
TAKE UP & REMOVE EXISTING 150Ø PVC MAIN
39
HE
0
1.0
FROM X/3 TO X/2. CONSTRUCT NEW DN150
OUTLET IN EXISTING MH & CONNECT TO NEW
DN150 SEWER MAIN 3
1
38.5
39.0
PLAN
SCALE A1 - 1 : 100
A3 - 1 : 200 Issue
F
Made By
M.T.
Date
20/02/23
Description
For Operational Works Approval
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
REVISION
0 1 2 4 6 8 10m at No.3 HENDERSON STREET SUNSHINE BEACH Job No.: 22-0360 1. Do not scale drawings.
2. Scale is correct at A3.
Client: JMML DEVELOPMENTS
Dwg No.: C06 3. Check and verify all dimensions
SCALE 1:100 @A1 Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 16/05/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 16/05/22 Ph: (07) 5444 5578 Email: [email protected] SEWERAGE RETICULATION PLAN
Page 8
LEGEND:
STRUCTURE No STRUCTURE No
SEWERAGE RETICULATION GENERAL NOTES
X/1 X/2 X/3 1/1 2/1 3/1 4/1 NATURAL SURFACE SG.1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT SEQ SEWERAGE DESIGN
PROPOSED SURFACE AND CONSTRUCTION (D&C) CODE SPECIFICATIONS AND STANDARD DRAWINGS.
JUNCTION LINE JUNCTION LINE
PROPOSED SEWER PIPE SG.2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT
EXISTING SEWER PIPE AUSTRALIAN STANDARDS.
V D MS 600
V D MS 600
EX MH
EX MH
EX MH
EX MH
STRUCTURE TYPE STRUCTURE TYPE SG.3. THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THE SEWERAGE RETICULATION PLAN
1000
J-1
J-1
V D P1
SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWER WORKS NOT
STRUCTURE LID CLASS COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO THE UNITYWATER
DROP JUNCTION TYPE SEWERAGE LONGITUDINAL NOTES: SEWERAGE SYSTEM.
SL.1. THIS DRAWING TO BE READ IN CONJUNCTION WITH DRAWING SG.4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY
C06. UNITYWATER AT THE DEVELOPER'S COST. ALLOTMENTS REQUIRING A PROPERTY CONNECTION FROM
SL.2. STRUCTURES : EXISTING SEWERS SHALL BE PROVIDED BY UNITYWATER AT THE DEVELOPERS COST.
35.18 1.95
HC DEPTH MS MAINTENANCE SHAFT (POO PIT) SG.5. ALL PRODUCTS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE SEQ "ACCEPTED
P1-P3 PRECAST MAINTENANCE HOLE PRODUCTS AND MATERIALS" LIST.
HC INVERT LEVEL C CAST-IN-SITU MAINTENANCE HOLE SG.6. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT
LRB LONG RADIUS BEND AUTHORITIES BEFORE COMMENCING WORKS
HC DISTANCE TO SG.7. ALIGNMENT:- UNLESS NOTED OTHERWISE, SEWERS AND MAINTENANCE STRUCTURES SHALL BE
TEE TEE JUNCTION
3.99
D/S STRUCTURE LOCATED AS FOLLOWS:
END CAPPED END
FP FLUSHING POINT 1.50m FROM FRONT AND SIDE BOUNDARIES IN ALLOTMENTS
HC TYPE
Lot 1
SRB SHORT RADIUS BEND 2.50m FROM FRONT BOUNDARIES IN VERGE
HC LOT No SL.3. PIPES : SG.8. EACH ALLOTMENT SHALL BE SERVED BY A DN100 PVC (OR DN110 PE) PROPERTY CONNECTION. FOR
PN12 uPVC SERIES 12 R.R.J. ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DN150 PVC (OR DN160 PE) PROPERTY CONNECTION
SN8 uPVC R.R.J. SHALL BE PROVIDED.
(2x)100 SWD IL 36.87
PE PN16 PE 100 BUTT WELDED, CLASS SDR 11 PN16 - TYPE 3 SG.9. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE DRAWINGS.
PROP MH IL 34.705
BEDDING PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF 500mm,
(2x)100 SWD IL 35.92
SL.4. HOUSE CONNECTIONS / DROP TYPE (RIGGS): MAXIMUM OF 750mm.
A 150Ø STANDARD CONNECTION SG.10. PIPE BEDDING, EMBEDMENT, AND BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH THE SEQ
B 150Ø SLOPED CONNECTION SEWERAGE CODE. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT
D 150Ø VERTICAL RISER EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE COMPACTION IS NOT
SZ POO PIT VERTICAL RISER CONNECTION LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION WHEN TESTED IN ACCORDANCE WITH A.S.
SV POO PIT AT BASE CONNECTION 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER.
CONSTRUCT DN150 OUTLET
IN EXISTING MH (LEVELS TO
V DROP BENCHING - STRAIGHT THROUGH APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY UNITYWATER UNLESS CERTIFICATES
CONSTRUCT MH OVER EXISTING
SEWER. CONNECTION BY UNITYWATER BE CONFIRMED ON SITE) X DROP INTERNAL BACKDROP ARE PRODUCED CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
AT DEVELOPERS EXPENSE W DROP OBLIQUE SG.11. WHERE SEWERS HAVE A GRADE OF 1 IN 20 (5.0%) OR STEEPER, BULKHEADS AND TRENCHSTOPS SHALL
Y MH EXTERNAL BACKDROP BE CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWERAGE CODE.
SL.5. LOCATIONS: SG.12. WHERE SHOWN ON THE DRAWINGS, EXISTING SEWERS SHALL BE DISUSED/ABANDONED IN
PP PRIVATE PROPERTY
PROVIDE TRENCH STOPS IN ACCORDANCE WITH PROCEDURES SET OUT IN THE SEQ SEWERAGE CODE.
ACCORDANCE WITH SEQ-SEW-1206-1 VG VERGE
SG.13. BENCH MARK AND LEVELS TO AHD.
RD ROAD
SG.14. EXISTING DWELLINGS SERVED BY A SEPTIC SYSTEM, SHALL BE CONNECTED TO THE NEW SEWER BY A
SL.6. ALL RIGGS ROAD AND STORMWATER CROSSINGS SHALL BE
LICENSED PLUMBER IN ACCORDANCE WITH THE RELEVANT STATUTORY AND REQUIREMENTS. THE
UPVC R.R.J. PN12 AS SHOWN (MINIMUM OF ONE LENGTH 6.00m).
SEPTIC SYSTEM, INCLUDING TRENCHES SHALL BE REMOVED AT THE DEVELOPERS COST. ALL FIXTURES
SL.7. FOR COMPACTION REQUIREMENTS, CONSTRUCTION AND
SHALL BE UPGRADED IF REQUIRED BY PLUMBING CODE.
TESTING METHODOLOGY REFER TO SEQ WS&S D&C CODE -
SG.15. PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO CONTROL THE ENTIRE LOT AT A GRADE OF 1 IN 60
PART C FOR DETAILS.
SL.8. FOR BULKHEAD AND TRENCH STOP DETAILS REFER TO SEQ (MINIMUM), AND A MAXIMUM DEPTH OF PROPERTY CONNECTION OF 1.50 m, UNLESS OTHERWISE
WATER STANDARD DRAWING SEQ-SEW-1206-1 STATED.
SL.9. LONG RADIUS BENDS ARE SETOUT TO IP's EXCEPT WHERE SG.16. ALL SEWERS SHALL BE INSPECTED BY CCTV IN ACCORDANCE WITH THE SEQ SEWERAGE CODE.
DATUM RL 26.0 DATUM RL 27.0 SHOWN. SG.17. ALL SEWER MAINS AND MAINTENANCE STRUCTURES SHALL BE VACUUM TESTED IN ACCORDANCE WITH
THE SEQ SEWERAGE CODE.
STREET RD VG VG PP STREET VG VG PP
150 150 150 150 150
TYPE EX. EX. TYPE PVC PVC PVC
NAME OF ESTATE SEWER DISUSED JOB No. NUMBER OF MH, MS, HB & VB
4.69 % 5.76 % 4.00 % 16.67 % 10.50 %
GRADE
1:21 1:17
GRADE
1:25 1:6 1:10
JMML LOCATION DWG. No. DIA. TYPE LENGTH YEAR LAID
MH MH
MS HB VB OTHER
SUB-DIVIDER/DEVELOPER IN-SITU PRECAST
JUNCTION JUNCTION
DEVELOPMENTS PIVATE
C06 150mm PVC 23.3m
INVERT LEVEL INVERT LEVEL APPLICATION No. PROPERTY
SP DELEGATE APPROVAL DATE
2.07
2.82
1.35
1.70
2.31
2.23
1.76
1.73
1.85
1.81
1.60
DEPTH DEPTH
DRAWING No. C06/C07 SCHEDULE OF LIVE SEWER WORKS
DIA. STRUCTURE STRUCTURE COVER LOT FINISHED EXISTING SEWER DEPTH TO
33.430
34.930
36.400
37.900
34.705
34.785
35.363
35.393
37.486
37.526
37.900
No. OF ALLOTMENTS 1 No. DESCRIPTION
INVERT LEVEL INVERT LEVEL SEWER No. TYPE TYPE No. SL SL IL INVERT
AREA (Ha) 0.0602 CONTRACTOR TO CONSTRUCT NEW STRUCTURE 1/1 OVER EXISTING SEWER VER
SURFACE LEVELS SURFACE LEVELS 2A 150 1/1 MH D 37.02 37.02 34.705 2.31
35.500
(35.500)
37.753
(37.753)
39.600
(39.600)
37.019
(37.019)
37.118
(37.955)
39.341
(39.341)
39.500
(39.500)
AND BENCH AND RENDER UP TO PIPE BUT NOT REMOVE CROWN OF PIPE. GE
FINISHED FINISHED 100Ø
(EXISTING) (EXISTING) LENGTH OF SEWER
150Ø 30.57 2B CONTRACTOR TO CONSTRUCT NEW DN150 OUTLET IN EXISTING MH 150 X/3 MH - No1 - 37.90 39.50 1.60
(m)
E 510954.579
E 510925.279
E 510911.561
E 510929.870
E 510922.499
E 510914.526
E 510911.561
N 7079105.250
N 7079118.043
N 7079095.890
N 7079116.038
N 7079103.612
N 7079093.914
N 7079095.890
STRUCTURE STRUCTURE 225Ø 2C CONTRACTOR TO LAY LINE 1 AND INSTALL HOUSE CONNECTIONS. 150
SETOUT SETOUT
COORDINATES COORDINATES 5A UNITYWATER TO SEAL THE 150Ø INLET IN EXISTING STRUCTURE X/2 150 X/2 MH No5 37.75 37.75 34.93 2.32
5B CONTRACTOR TO REMOVE ABANDONED SEWER AND REINSTATE GROUND. 150
LENGTH 31.972 26.056 LENGTH 14.448 12.555 3.564
0.000
0.000
31.972
58.028
14.448
27.003
30.567
CHAINAGE CHAINAGE
LINE EXISTING 150 LINE 1
LONGITUDINAL SECTIONS
SCALE A1 - 1:1000(H) 1:100(V)
A3 - 1:2000(H) 1:200(V)
HOR. 10 0 10 20 30 40 50m 1:1000
VERT. 1 0 1 2 3 4 5m 1:100 Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
F M.T. 20/02/23 For Operational Works Approval
REVISION
at No.3 HENDERSON STREET SUNSHINE BEACH Job No.: 22-0360 1. Do not scale drawings.
2. Scale is correct at A3.
Client: JMML DEVELOPMENTS
Dwg No.: C07 3. Check and verify all dimensions
Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 16/05/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 16/05/22 Ph: (07) 5444 5578 Email: [email protected] SEWERAGE RETICULATION LONG SECTIONS
Page 9
LEGEND:
CONSTRUCTION ENTRY/EXIT
ENTRY
EXIT
SB SEDIMENT BARRIER OR GEOSOCK N
/
3.5 FINISHED CONTOURS
ROAD PAVEMENT /
/
/
/ / SEDIMENT FENCE
/ / / /
/
TOPSOIL BUND / STOCKPILE
0
/
40.
/
40.
/ / /
0
/
/
/
DIRECTION OF FLOW MINOR/MAJOR
/ /
05
410.
/
/
/
EROSION AND SEDIMENT CONTROL NOTES: /
/
THE SITE IS TO BE MANAGED AND STAGED TO KEEP THE EROSION RISK POTENTIAL AS LOW AS PRACTICAL AT ALL TIMES. IT IS THE
/
CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE GENERAL ENVIRONMENTAL DUTY, AS DEFINED IN THE ACT, IS OBSERVED FOR THE /
/
DURATION OF THE WORKS.
/
GENERAL REQUIREMENTS:
/
/
ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH I.E. AUST. SOIL EROSION AND SEDIMENT CONTROL
MANUAL, NSC MANUAL FOR EROSION AND SEDIMENT CONTROL, IECA BEST PRACTICE EROSION AND SEDIMENT CONTROL AS DETAILED ON THIS
/
PLAN, OR AS REQUIRED FOR COMPLIANCE WITH THE REQUIREMENTS OF THE ENVIRONMENTAL MANAGEMENT PLAN.
/
1. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING EROSION AND SEDIMENT CONTROL DEVICES ARE INSPECTED AND MAINTAINED AS
/
FOLLOWS:
A. DAILY CONSTRUCTION /
/
(I) DAILY DURING DRY WEATHER
(II) PRIOR TO PREDICTED STORM EVENTS /
(III) TWICE DAILY DURING PROLONGED RAIN
/
(IV) DURING AND AFTER MAJOR STORM EVENTS
B. DURING DEFECTS LIABILITY PERIOD /
(I) WEEKLY DURING DRY WEATHER
(II) PRIOR TO PREDICTED STORM EVENTS
41.5
(III) TWICE WEEKLY DURING PROLONGED RAIN /
(IV) DURING AND AFTER MAJOR STORM EVENTS
/
.5
2. EROSION AND SEDIMENT CONTROL DEVICES ON THESE PLANS ARE INDICATIVE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
37
ENSURE THAT THE INTENT OF THESE PLANS AND THE ENVIRONMENTAL MANAGEMENT PLAN ARE COMPLIED WITH.
0
SB SB SB
37.
3. STABILISED ACCESS (ENTRY AND EXITS), DRAINAGE AND EROSION AND SEDIMENT CONTROLS ARE TO BE INSTALLED PRIOR TO THE
36.5
37.0
CLEARING AND GRUBBING AND CONSTRUCTION OF HAUL ROADS.
/
4. ALL STORMWATER RUN OFF FROM ENTRY/EXIT LOCATIONS IS TO BE TREATED AS DIRTY WATER AND DIRECTED TO AN APPROPRIATE
SEDIMENT CONTROL DEVICE.
.0
/
41
5. DRAINAGE, EROSION AND SEDIMENT CONTROL DEVICES/STRATEGIES SHALL BE IMPLEMENTED PRIOR TO DISTURBANCE OF THE SITE, AND
SHALL REMAIN IN PLACE UNTIL PERMANENT WORKS ARE COMPLETED AND CATCHMENT VEGETATION IS ESTABLISHED (80% GRASS
COVER, MINIMUM).
/
6. WHERE PRACTICAL, HIGH EROSION AND SEDIMENTATION RISK CONSTRUCTION WORKS, SUCH AS WORKS ADJACENT TO AND WITHIN
OVERLAND FLOW PATHS, ARE TO BE SCHEDULED DURING LOW RISK PERIODS WITH MINIMAL PREDICTED RAINFALL.
ENTRY
36
7. SEDIMENT DEPOSITS THAT OCCUR OFF-SITE, AS A RESULT OF THESE CONSTRUCTION WORKS ARE TO BE CLEANED UP AND
.5
/
REHABILITATED TO PRIOR CONDITION AS SOON AS POSSIBLE, FOLLOWING IDENTIFICATION OF PROBLEM. CORRECTIVE ACTION TO BE EXIT
.5
40
UNDERTAKEN AND RECORDED TO PREVENT RECURRENCE.
8. SUFFICIENT STOCKPILES OF MULCH/JUTE MAT/FLOCCULANT/ SOIL BINDER MUST BE RETAINED ON SITE AT ALL TIMES TO ENABLE
/
ONGOING EROSION AND SEDIMENT CONTROL.
.0
9. ALL EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. MAINTENANCE OF 40
DEVICES IS TO CONTINUE UNTIL SITE IS STABILISED.
SB
/
10. LAND CLEARING AND VEGETATION SELECTED FOR REMOVAL IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE RELEVANT APPROVALS
37.0
AND MANAGEMENT PLANS.
.5
/
11. SEDIMENT AND DRAINAGE CONTROL STRUCTURES ARE TO BE INSTALLED PRIOR TO VEGETATION CLEARING, WHERE POSSIBLE, IN ORDER 39
/
TO MINIMISE ANY SOIL LOSS AND IMPACTS TO SITE DRAINAGE FLOW PATHS.
/
12. ONCE VEGETATION CLEARING HAS OCCURRED, STABILISATION MEASURES ARE REQUIRED PRIOR TO COMMENCING CONSTRUCTION /
/
ACTIVITIES.
13. STOCKPILES ARE TO BE POSITIONED AWAY FROM OVERLAND FLOW PATHS, POOR DRAINAGE AREAS OR OTHER LIKELY CONFLUENCES
/
ET
/
WHERE CONCENTRATED FLOW MAY CAUSE SEDIMENT TRANSPORTATION. 37
.0
RE
37.
14. STOCKPILES ARE TO BE LOCATED UP GRADIENT OF AN APPROPRIATE SEDIMENT CONTROL DEVICE, WITH A CATCH DRAIN OR DIVERSION
5
/
ST
BUND INSTALLED UP GRADIENT TO REDUCE OVERLAND FLOW INTO THE STOCKPILE AREA.
38.0
15. STOCKPILED (FILL OR EXCAVATED) MATERIAL THAT WILL REMAIN ONSITE FOR LONGER THAN 10 DAYS IS TO BE COVERED AND BUNDED TO
ON
PREVENT SEDIMENT LADEN WATER RUN-OFF.
/
38.5
S
16. IF WORKS ARE TO BE SUSPENDED IN AREAS THAT ARE NOT COMPLETE, THE EXPOSED AREAS ARE TO HAVE TEMPORARY COVERAGE
37
ER
.5
(HYDROMULCH/SOILBINDER etc.) APPLIED TO REDUCE THE RISK OF EROSION DUE TO RAINFALL AND WIND.
ND
39.0
/
HE
/
38
.0
/
PLAN
SCALE A1 - 1 : 100
A3 - 1 : 200
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
F M.T. 20/02/23 For Operational Works Approval
REVISION
0 1 2 4 6 8 10m at No.3 HENDERSON STREET SUNSHINE BEACH Job No.: 22-0360 1. Do not scale drawings.
2. Scale is correct at A3.
Client: JMML DEVELOPMENTS
Dwg No.: C08 3. Check and verify all dimensions
SCALE 1:100 @A1 Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 16/05/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 16/05/22 Ph: (07) 5444 5578 Email: [email protected] EROSION & SEDIMENT CONTROL PLAN
The text continues on page 10.