Original source · versioned page text
22-0360 Civil Issue G
PROPOSED RESIDENCE
3 HENDERSON STREET SUNSHINE BEACH
Client: JMML Developments
Job No: 22-0360
ST.
N No9
ELANDA
No63
No65 No5-7
No67
GROUND FLOOR FFL39.50
BASEMENT FFL36.50
No3 SITE
SITE No69
No1
T . PA
S RKC
N RE
SO S.
D ER
N
HE
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 G 22/06/2023 Office: Suite 35/13 Norval Court, Maroochydore
C01 GENERAL NOTES & DETAILS F G 22/06/2023 Ph: (07) 5444 5578
C02 SITE PLAN F G 22/06/2023 Web: hrdesigngroup.com.au
C03 EARTHWORKS - FINISHED GRADING PLAN F G 22/06/2023 Email: [email protected]
C04 EARTHWORKS - CUT FILL PLAN F G 22/06/2023
C05 PAVEMENT PLAN F G 22/06/2023
C06 SEWERAGE RETICULATION PLAN F G 22/06/2023
C07 SEWERAGE RETICULATION LONGITUDINAL SECTIONS F G 22/06/2023
C08 EROSION & SEDIMENT CONTROL PLAN F G 22/06/2023
B.R. CROMAR BEng(Civil), MIEAust, CPEng, RPEQ 10233, NER
C09 VEHICLE TURN PATHS F G 22/06/2023
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.
Full text of pages 2 to 9 (of 10)
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.
ver
Brushed on sika primer 1 or
Co
provide F'c as defined in AS3600) :- Finished surface 300mm Lap
40
Open cell polyurethane equivalent 1-8 hrs prior to inserting
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
500 TYP.
noted otherwise. 50mm side cover.
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
G M.T. 22/06/23 For Operational Works Approval
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
CONCRETE VEHICULAR PAVEMENTS - TYPE C1
900x600
900x600
GRATED DRAIN OUTLET
HB
FIELD INLET TYPE 2
KERB OUTLET
FIELD INLET TYPE 2
KERB OUTLET
CONCRETE VEHICULAR PAVEMENTS - TYPE C2
N
CONCRETE FOOTPATHS - TYPE C3
LANDSCAPING
/
BUILDING OUTLINE - GROUND FLOOR STRUCTURE DESCRIPTION
/
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 34.99
/
150 SEW IL 36.07
STAIRS - 7 RISERS @ 175mm
/
STAIRS - 3 RISERS @ 175mm
/
STAIRS - 2 RISERS @ 175mm
/
LANDSCAPE STAIRS GROUND FLOOR FFL39.50
BASEMENT FFL36.50
RETAINING WALLS, STAIRS & INTERNAL
PAVEMENTS TO STRUCTURAL
ENGINEER'S DETAILS (TYP)
MATCH NEATLY TO STORMWATER LONGITUDINAL NOTES:
S
EXISTING PATH
PROVIDE 150Ø STUB FOR
3-1 DL.1. PIPES DENOTED (PVC) SHALL BE UPVC, S.W.
DL.2. FOR DETAILS OF FIELD INLETS REFER TO IPWEA
ROOFWATER CONNECTION STANDARD DRAWING DS-050.
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 DS-110.
1-1 DL.4. FOR DETAILS OF CULVERT BEDDING AND
BACKFILLING REFER IPWEA STANDARD DRAWINGS
DS-030 AND DS-031.
S
300mm WIDE GRATED DRAIN WITH 2-1 4-1
HEAVY DUTY GRATE & FRAME
STONE CLAD BLOCK WALL PIPE SIZE (mm) 150 150 (2x)100 (2x)100
TO ARCHITECT'S DETAILS
PIPE CLASS (PVC) (PVC) (PVC) (PVC)
TAKE UP & REMOVE FROM SITE EXISTING
DRIVEWAY CROSSOVER. MAKE GOOD 1.00% 1.00% 1.00% 0.50%
PIPE GRADE
S
WITH NEW KERB TYPE B1 TO MATCH IN
PROVIDE 150Ø STUB FOR
1:100 1:100 1:100 1:200
NEATLY WITH EXISTING KERB
0
5.5
ROOFWATER CONNECTION FULL PIPE VELOCITY (m/s) 0.00 0.00 0.34 0.14
PART FULL VELOCITY (m/s) 0.00 0.00 0.66 0.41
TAKE UP & REMOVE EXISTING PATH
& CONSTRUCT 2m WIDE CONCRETE DATUM RL 23.0 24.0
PATH IN ACCORDANCE WITH N.S.C
36.106
36.106
36.106
36.106
36.106
36.051
35.901
35.901
36.993
36.986
36.873
36.873
SPECIFICATIONS
W.S.E IN STRUCTURE
1-2 H.G.L IN PIPE
PIPE FLOW (cumecs) 0.000 0.000 0.005 0.002
S
CONSTRUCT 4m WIDE RESIDENTIAL
CROSSOVER. REFER IPWEA Std FLOW CAPACITY (cumecs) 0.015 0.015 0.010 0.007
Dwgs RS-049/050 FOR DETAILS
0.46
0.50
0.50
2.40
2.42
0.15
0.15
2.24
0.10
0.10
DEPTH TO INVERT
STONE CLAD BLOCK WALL
TO ARCHITECT'S DETAILS EXISTING TELECOMMUNICATIONS
2-2
36.040
36.020
36.020
35.971
35.951
35.850
35.850
36.886
36.840
36.840
LEGEND - EXISTING OPTICAL FIBRE CABLES TO BE LOWERED
INVERT LEVELS
S
T
(BY OTHERS AT DEVELOPERS EXPENSE)
EE
TR
ELECTRICAL OVERHEAD
36.500
(38.667)
36.524
(38.456)
38.371
(38.012)
36.000
(35.875)
39.131
(38.772)
36.940
(36.840)
SURFACE LEVELS
NS
SEWER GRAVITY MAIN 2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB.
REFER IPWEA Std Dwg RS-081 FOR DETAILS FINISHED
SO
TELECOMMUNICATION CONDUITS (EXISTING)
ER
WATER MAIN
N 7079110.434
N 7079109.408
N 7079112.112
N 7079110.091
N 7079101.764
N 7079097.802
E 510917.684
E 510919.358
E 510923.471
E 510933.343
E 510917.096
E 510925.453
ND
STORMWATER DRAINAGE TAKE UP & REMOVE EXISTING PATH STRUCTURE
& CONSTRUCT 2m WIDE CONCRETE
HE
ROAD CROWN
SETOUT
PATH IN ACCORDANCE WITH N.S.C COORDINATES
EDGE OF BITUMEN SPECIFICATIONS
MATCH NEATLY TO
KERB EXISTING PATH
PROPOSED SEWER MAIN
TOP OF EMBANKMENT RE-ALIGNMENT. REFER SEWER LENGTH m 1.963 4.923 10.076 9.249
0.000
1.963
6.886
0.000
9.249
16.962
CHANGE OF GRADE PLAN C06 FOR DETAILS
BOTTOM OF EMBANKMENT DISTANCE ALONG DRAIN
TABLE DRAIN
BUILDING LINE 1 2
/ / / FENCE
LEGEND DRAINAGE
PROPERTY BOUNDARIES
10.5 EXISTING CONTOURS EXISTING SURFACE LEVEL LONGITUDINAL SECTIONS
FINISHED SURFACE LEVEL SCALE A1 - 1:1000(H) 1:100(V)
EXISTING VEGETATION OUTLINE
TREE RETAINED, TREE REMOVED
PLAN HGL (Q20) 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 G M.T. 22/06/23 For Operational Works Approval
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
12.257, 36.500
i
(eo) 7x
Guide) Ye = | 48 £ eles Ngo
$ S 5 5 © 8 Bs [GRATED DRAIN]
Ss Ss 8 8 me oe OR
KY
~ os ff me ss
PROPOSED SEWER = N 303
RE-ALIGNMENT
VC.1.5
EXISTING TELECOMMUNICATIONS EXISTING 1500 R9
VC LENGTH OPTICAL FIBRE TO BE RELOCATED SEWER MAIN
RADIUS
GRADE 12.500% 2.500% | 10,000% _ +5.000% —--16.670% 0.000%
DATUM RL 29.0
&
LIPLEVELS LHS S
oO
qi
LIPLEVELS RHS 8
oS co oO ~ LO a ss
CUTIFILL Ss & B rr) 8 © B
oO —
(Depth of) So oS oS N N
DESIGN 3 8 % S 2 3 3 3
LEVELS 8) 8 3 a) 8 8 g
hy oO _
EXISTINGSURFACE [3 & 5 3 8 B 3 8
LEVELS 3 5 & oS 8 8 B S
s 3 8 S| 8 S 8 z
CHAINAGE - = g x
oO cD co co o +
HC DATA
DRIVEWAY - DW01
HOR. 1: 100
VERT. 1: 100
2 —
=
Lu
>
ac
Qa
Zz
S
—
oO
Lu
wn
oc
Lu
ke
Zz
VC LENGTH
RADIUS
GRADE -19.880% _| -15.267% -14,827% 5.967% 3.330% 9.571% 5.416% | 3.901%
DATUM RL 28.0
CUTIFILL Ss g 3 8 8
(Depth of) ° ° ° ° °
DESIGN in iB = 5 S
LEVELS 8 8 2 2 3
EXISTING SURFACE |= 2 8 ip S 3 3 S 3 %
oa Cc Cc co te oO oO LO LO LO
LEVELS oO oO oO oO oO oO oO oO oO oO
oO cD oO cO oOo a oS —_ N at
8 @ K z N N S qi N Si
CHAINAGE S - es ws 8 é g 5 g a
FOOTPATH - FP01
HOR. 1: 100
VERT. 1: 100
LONGITUDINAL SECTIONS 0 1 4 é 3
SCALE A1- 1: 100
A3 - 1: 200
10m
SCALE 1:100
@M
DV
F.L.39.50
dy
LEGEND - PROPOSED:
F.L.22.90 x
FL22.80
LD A A A AO A |
TITTTTTTTTTT TTT TTTTT
K 4
~ s
K J
Pepe
ERR EER REE
F.L.40.10
GROUND FLOOR FFL39.50
BASEMENT FFL36.50
/
g.
&
8
\N
SQ
4
LY y
XN
F.L.36.50QN0 Ny
N\ ae A
Ay,
~ N
N
ROAD CENTRELINE
DRIVEWAY OUTLINE
FINISHED CONTOURS
FINISHED SURFACE LEVEL
FILL GRADE LINE AND LEVEL
RETAINING WALL
BUILDING OUTLINE - SLAB ON GROUND /
STORMWATER DRAINAGE LINE /
ao
ROOFWATER DRAINAGE LINE /
™
MATCHES EXISTING
VERGE CROSSFALL
o~
J».
F.L.36.03
G
UE noe
"F.L.36.15
MATCHES EXISTING
VERGE CROSSFALL
MATCH NEATLY TO
/ ‘
FL =a i _®
x “Sseeg3 F.L.35.97
Loh
or 9 74
3 446
— |
Sm
™
™~
MATCH NEATLY TO] —
EXISTING PATH ~
© F.L.38,05
aa
SA EXISTING PATH J
7
7
oo
FOOTPATH CONTROL LINE FP01
PLAN :
SCALE A1- 1: 100 J
A3- 1: 200
= oy on een ae PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
7. or Operational Works Approval
s G | Mt. | 22/06/23 | For Operational Works Approval at No.3 HENDERSON STREET SUNSHINE BEACH Ld H R D ES | G N Job No.: 22-0360 } Se cal craw
z Client: JMML DEVELOPMENTS CONSULTING ENGINEERS Dwg No.: C03 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), MElAust, CPEng, RPEQ, NER Date : 16/05/22 | Ph: (07) 54445578 Email: [email protected] 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
T
3 -4.000 -3.500
EE
TR
4 -3.500 -3.000
NS
5 -3.000 -2.500
SO
ER
6 -2.500 -2.000
ND
HE
7 -2.000 -1.500
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 1,147m³
FILL 27m³
SPOIL : 1,120m³
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 G M.T. 22/06/23 For Operational Works Approval
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
/
/
/
/
/ /
/
/
/
/
/
/
GROUND FLOOR FFL39.50
BASEMENT FFL36.50
MATCH NEATLY TO
EXISTING PATH
Driveway Slab:
150 SLAB
SL82 Mesh
40 Top Cover
F'c = N32
S.J
.
D.
J.
S.J
.
S.J
.
S.J
.
S.J
.
D.J
.
.
S.J
S.J
.
TAKE UP & REMOVE EXISTING PATH
.
S.J
D.J
. D. & CONSTRUCT 2m WIDE CONCRETE
.
S.J
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
.
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 G M.T. 22/06/23 For Operational Works Approval
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
SEWER
LEGEND - PROPOSED:
1 STRUCTURE / BEND NUMBER
2 LINE NUMBER
S SEWER MAIN AND STRUCTURE
S HOUSE CONNECTIONS BRANCHES
/
DIRECTION OF HOUSE CONNECTION TO MAIN
N
9.2 FINISHED CONTOURS
/
STORMWATER DRAINAGE
/
2
40.
/
/
0
40.
/
/
/
/
/
8
39.
/
/
X CONSTRUCT MH OVER EXISTING 150Ø
.208642
2
4431109..4
6
MAIN. CONNECTION TO EXISTING BY
39.
/
1 UNITYWATER AT DEVELOPERS EXPENSE
41.6
1.45 1
3 9.4
399. .2
3 0
3
3 8.8
/
388. .6
4
GROUND FLOOR FFL39.50
41.8
BASEMENT FFL36.50
3378. .0.2
8
38
37.6
S
P VC
EX.
0Ø
150
ØP
. 15
VC
EX
.2
1.0
41
0
36.4
36.6
36.8
37.0
3S7 .2
.0
36.2
41
TAKE UP & REMOVE EXISTING 150Ø PVC MAIN
.8
FROM 4/1 TO X/2. CONNECTION TO EXISTING
40
36
BY UNITYWATER AT DEVELOPERS EXPENSE
.4286042608
.4
337676.
.6
40
X
.6
36
36
.4
1
40
.6
S
.8
36
.2
40
.0
37
.0
40
37.2
.8
39
2
37.2
1.0
.6
1
39
0 PROPOSED DN150 SEWER
MAIN RE-ALIGNMENT
37.0
39
.2
PA
RK
S
39.
37.2 CR
4
E
36.8
CS
37.
T
E
4
NT
EE
37.
37
.2
37.8
6
TR
38.0
37
NS
38.2
.4
TAKE UP & REMOVE EXISTING DN150
38.4
MAIN FROM X/3 TO X/2. CONSTRUCT NEW
38S.6
SO
37
38.8
.6
DN150 OUTLET IN EXISTING MH &
39.0
ER
CONNECT TO NEW DN150 SEWER MAIN
37
.8
ND
X
38.0
3
HE
0
1.0
3
1
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 G M.T. 22/06/23 For Operational Works Approval
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
STRUCTURE No X/1 X/2 X/3 STRUCTURE No 1/1 2/1 3/1 4/1
LEGEND: SEWERAGE RETICULATION GENERAL NOTES
SG.1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT SEQ SEWERAGE
NATURAL SURFACE
JUNCTION LINE JUNCTION LINE DESIGN AND CONSTRUCTION (D&C) CODE SPECIFICATIONS AND STANDARD DRAWINGS.
PROPOSED SURFACE SG.2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT
PROPOSED SEWER PIPE
V D MS 600
V D MS 600
EX MH
EX MH
EX MH
EX MH
AUSTRALIAN STANDARDS.
1000
STRUCTURE TYPE STRUCTURE TYPE EXISTING SEWER PIPE SG.3. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY
J-1
J-1
V D P1
UNITYWATER AT THE DEVELOPER'S COST. ALLOTMENTS REQUIRING A PROPERTY CONNECTION
STRUCTURE LID CLASS FROM EXISTING SEWERS SHALL BE PROVIDED BY UNITYWATER AT THE DEVELOPERS COST.
DROP JUNCTION TYPE 0.03 0.04 SG.4. ALL PRODUCTS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE SEQ
SEWERAGE LONGITUDINAL NOTES: "ACCEPTED PRODUCTS AND MATERIALS" LIST.
SL.1. THIS DRAWING TO BE READ IN CONJUNCTION WITH DRAWING SG.5. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH
C06. RELEVANT AUTHORITIES BEFORE COMMENCING WORKS
35.18 1.95
HC DEPTH SL.2. STRUCTURES : SG.6. ALIGNMENT:- UNLESS NOTED OTHERWISE, SEWERS AND MAINTENANCE STRUCTURES SHALL BE
MS MAINTENANCE SHAFT (POO PIT) LOCATED AS FOLLOWS:
HC INVERT LEVEL P1-P3 PRECAST MAINTENANCE HOLE 1.75m FROM FRONT AND REAR ALLOTMENT BOUNDARIES,
C CAST-IN-SITU MAINTENANCE HOLE 1.00m FROM SIDE ALLOTMENT BOUNDARIES
HC DISTANCE TO
3.99
LRB LONG RADIUS BEND SG.7. EACH ALLOTMENT SHALL BE SERVED BY A DN100 PVC (OR DN110 PE) PROPERTY CONNECTION.
D/S STRUCTURE TEE TEE JUNCTION FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DN150 PVC (OR DN160 PE) PROPERTY
END CAPPED END CONNECTION SHALL BE PROVIDED.
Lot 1
HC TYPE FP FLUSHING POINT SG.8. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE
HC LOT No SRB SHORT RADIUS BEND DRAWINGS. PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM
SL.3. PIPES : OF 500mm, MAXIMUM OF 750mm.
PN12 uPVC SERIES 12 R.R.J.
PROP MH IL 34.705
SG.9. PIPE BEDDING, EMBEDMENT, AND BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH THE
(2x)100 SWD IL 36.87
(2x)100 SWD IL 35.92
SN8 uPVC R.R.J.
SEQ SEWERAGE CODE. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN
PE PN16 PE 100 BUTT WELDED, CLASS SDR 11 PN16 - TYPE 3
LAYERS NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE
BEDDING
COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION WHEN TESTED
SL.4. HOUSE CONNECTIONS / DROP TYPE (RIGGS):
IN ACCORDANCE WITH A.S. 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT
A 150Ø STANDARD CONNECTION
AFTER EACH ALTERNATE LAYER. APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY
B 150Ø SLOPED CONNECTION
UNITYWATER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE REQUIRED
D 150Ø VERTICAL RISER
COMPACTION HAS BEEN ACHIEVED.
SZ POO PIT VERTICAL RISER CONNECTION
SG.10. WHERE SEWERS HAVE A GRADE OF 1 IN 20 (5.0%) OR STEEPER, BULKHEADS AND TRENCHSTOPS
SV POO PIT AT BASE CONNECTION
CONSTRUCT MH OVER EXISTING
CONSTRUCT DN150 OUTLET IN EXISTING V DROP BENCHING - STRAIGHT THROUGH SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWERAGE CODE.
SEWER. CONNECTION BY UNITYWATER SG.11. WHERE SHOWN ON THE DRAWINGS, EXISTING SEWERS SHALL BE DISUSED/ABANDONED IN
MH (LEVELS TO BE CONFIRMED ON SITE) X DROP INTERNAL BACKDROP
AT DEVELOPERS EXPENSE ACCORDANCE WITH PROCEDURES SET OUT IN THE SEQ SEWERAGE CODE.
W DROP OBLIQUE
PROVIDE TRENCH STOPS IN Y MH EXTERNAL BACKDROP SG.12. BENCH MARK AND LEVELS TO AHD.
ACCORDANCE WITH SEQ-SEW-1206-1 SL.5. LOCATIONS: SG.13. EXISTING DWELLINGS SERVED BY A SEPTIC SYSTEM, SHALL BE CONNECTED TO THE NEW SEWER
PP PRIVATE PROPERTY BY A LICENSED PLUMBER IN ACCORDANCE WITH THE RELEVANT STATUTORY AND
VG VERGE REQUIREMENTS. THE SEPTIC SYSTEM, INCLUDING TRENCHES SHALL BE REMOVED AT THE
RD ROAD DEVELOPERS COST. ALL FIXTURES SHALL BE UPGRADED IF REQUIRED BY PLUMBING CODE.
SL.6. ALL RIGGS ROAD AND STORMWATER CROSSINGS SHALL BE SG.14. PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO CONTROL THE ENTIRE LOT AT A GRADE OF 1
UPVC R.R.J. PN12 AS SHOWN (MINIMUM OF ONE LENGTH 6.00m). IN 60 (MINIMUM), AND A MAXIMUM DEPTH OF PROPERTY CONNECTION OF 1.50 m, UNLESS
SL.7. FOR COMPACTION REQUIREMENTS, CONSTRUCTION AND OTHERWISE STATED.
TESTING METHODOLOGY REFER TO SEQ WS&S D&C CODE - SG.15. ALL SEWERS SHALL BE INSPECTED BY CCTV IN ACCORDANCE WITH THE SEQ SEWERAGE CODE.
PART C FOR DETAILS. SG.16. ALL SEWER MAINS AND MAINTENANCE STRUCTURES SHALL BE VACUUM TESTED IN ACCORDANCE
SL.8. FOR BULKHEAD AND TRENCH STOP DETAILS REFER TO SEQ WITH THE SEQ SEWERAGE CODE.
WATER STANDARD DRAWING SEQ-SEW-1206-1
DATUM RL 26.0 DATUM RL 27.0 SL.9. LONG RADIUS BENDS ARE SETOUT TO IP's EXCEPT WHERE
STREET RD VG VG PP STREET VG VG PP SHOWN.
150 150 150 150 150 NAME OF ESTATE SEWER DISUSED JOB No. NUMBER OF MH, MS, HB & VB
TYPE EX. EX. TYPE PVC PVC PVC
JMML LOCATION DWG. No. DIA. TYPE LENGTH YEAR LAID
MH MH
MS HB VB OTHER
4.69 % 5.76 % 4.00 % 16.67 % 10.50 % SUB-DIVIDER/DEVELOPER IN-SITU PRECAST
GRADE
1:21 1:17
GRADE
1:25 1:6 1:10
DEVELOPMENTS PIVATE
C06 150mm PVC 23.3m
APPLICATION No. PROPERTY
JUNCTION JUNCTION
INVERT LEVEL INVERT LEVEL SP DELEGATE APPROVAL DATE
DRAWING No. C06/C07
2.07
2.82
1.35
1.70
2.31
2.23
1.76
1.73
1.85
1.81
1.60
DEPTH DEPTH
No. OF ALLOTMENTS 1
33.430
34.930
36.400
37.900
34.705
34.785
35.363
35.393
37.486
37.526
37.900
INVERT LEVEL INVERT LEVEL AREA (Ha) 0.06
100Ø
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)
SURFACE LEVELS SURFACE LEVELS
LENGTH OF SEWER
FINISHED FINISHED 150Ø 30.57
(m)
(EXISTING) (EXISTING)
225Ø
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
SETOUT SETOUT
COORDINATES COORDINATES
SCHEDULE OF LIVE SEWER WORKS
DIA. STRUCTURE STRUCTURE COVER FINISH EXISTING SEWER DEPTH TO
No. DESCRIPTION LOT No.
SEWER No. TYPE TYPE ED SL SL IL INVERT
LENGTH 31.972 26.056 LENGTH 14.448 12.555 3.564
CONTRACTOR TO CONSTRUCT NEW STRUCTURE 1/1 OVER EXISTING SEWER
2A 150mm 1/1 MH D VERGE 37.02 37.02 34.705 2.31
0.000
0.000
31.972
58.028
14.448
27.003
30.567
AND BENCH AND RENDER UP TO PIPE BUT NOT REMOVE CROWN OF PIPE.
CHAINAGE CHAINAGE
2B CONTRACTOR TO CONSTRUCT NEW DN150 OUTLET IN EXISTING MH 150mm X/3 MH - No1 - 39.50 37.90 1.60
LINE EXISTING 150 LINE 1 2C CONTRACTOR TO CONSTRUCT LINE 1 & INSTALL HOUSE CONNECTIONS 150mm - - - - - - - -
UNITYWATER TO SEAL THE 150Ø INLET IN EXISTING STRUCTURE X/2 AND TO
5A ABANDON THIS SECTION AFTER SUCCESSFUL 'ON MAINTENANCE' 150mm X/2 MH - No5 - 37.75 37.75 2.32
INSPECTION.
LONGITUDINAL SECTIONS 5B CONTRACTOR TO REMOVE ABANDONED SEWER AND REINSTATE GROUND. 150mm
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
G M.T. 22/06/23 For Operational Works Approval
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 /
0
41.
/
/
/ / SEDIMENT FENCE
/ / / /
5
/
40.
/
TOPSOIL BUND / STOCKPILE
/ / / /
/
/
/
DIRECTION OF FLOW MINOR/MAJOR
/
41.5
/
0
40.
/
/
/
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
SB
41.5
(II) PRIOR TO PREDICTED STORM EVENTS
(III) TWICE WEEKLY DURING PROLONGED RAIN /
(IV) DURING AND AFTER MAJOR STORM EVENTS
/
5
37.
2. EROSION AND SEDIMENT CONTROL DEVICES ON THESE PLANS ARE INDICATIVE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
0
SB
ENSURE THAT THE INTENT OF THESE PLANS AND THE ENVIRONMENTAL MANAGEMENT PLAN ARE COMPLIED WITH.
37.
36.5
3. STABILISED ACCESS (ENTRY AND EXITS), DRAINAGE AND EROSION AND SEDIMENT CONTROLS ARE TO BE INSTALLED PRIOR TO THE
/
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.
36
ENTRY
.5
7. SEDIMENT DEPOSITS THAT OCCUR OFF-SITE, AS A RESULT OF THESE CONSTRUCTION WORKS ARE TO BE CLEANED UP AND
/
EXIT
.5
REHABILITATED TO PRIOR CONDITION AS SOON AS POSSIBLE, FOLLOWING IDENTIFICATION OF PROBLEM. CORRECTIVE ACTION TO BE
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.
/
37.0
10. LAND CLEARING AND VEGETATION SELECTED FOR REMOVAL IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE RELEVANT APPROVALS
AND MANAGEMENT PLANS.
SB
/
11. SEDIMENT AND DRAINAGE CONTROL STRUCTURES ARE TO BE INSTALLED PRIOR TO VEGETATION CLEARING, WHERE POSSIBLE, IN ORDER
/
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.
.5
39
13. STOCKPILES ARE TO BE POSITIONED AWAY FROM OVERLAND FLOW PATHS, POOR DRAINAGE AREAS OR OTHER LIKELY CONFLUENCES
/
T
/
EE
WHERE CONCENTRATED FLOW MAY CAUSE SEDIMENT TRANSPORTATION. 37
.0
37.
TR
14. STOCKPILES ARE TO BE LOCATED UP GRADIENT OF AN APPROPRIATE SEDIMENT CONTROL DEVICE, WITH A CATCH DRAIN OR DIVERSION
5
/
BUND INSTALLED UP GRADIENT TO REDUCE OVERLAND FLOW INTO THE STOCKPILE AREA.
38.0
NS
15. STOCKPILED (FILL OR EXCAVATED) MATERIAL THAT WILL REMAIN ONSITE FOR LONGER THAN 10 DAYS IS TO BE COVERED AND BUNDED TO
SO
PREVENT SEDIMENT LADEN WATER RUN-OFF.
/
38.5
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 G M.T. 22/06/23 For Operational Works Approval
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.