Original source · versioned page text
22-0360 Civil Issue A
PROPOSED RESIDENCE
3 HENDERSON STREET SUNSHINE BEACH
Client: JMML Developments
Job No: 22-0360
ST.
N No9
ELANDA
No63
No65 No5-7
No67
No3 SITE
SITE No69
No1
. PA
ST RKC
O N RE
S.
ERS
NS
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 05/07/2022 Office: Suite 35/13 Norval Court, Maroochydore
C01 GENERAL NOTES & DETAILS A 05/07/2022 Ph: (07) 5444 5578
C02 SITE PLAN A 05/07/2022 Web: hrdesigngroup.com.au
C03 EARTHWORKS - FINISHED GRADING PLAN A 05/07/2022 Email: [email protected]
C04 EARTHWORKS - CUT FILL PLAN A 05/07/2022
C05 PAVEMENT PLAN A 05/07/2022
C06 SEWERAGE RETICULATION PLAN A 05/07/2022
C07 SEWERAGE RETICULATION LONGITUDINAL SECTIONS A 05/07/2022
C08 EROSION & SEDIMENT CONTROL PLAN A 05/07/2022
B.R. CROMAR BEng(Civil), MIEAust, CPEng, RPEQ 10233, NER
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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.
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:
A M.T. 05/07/22 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:
ROAD CENTRELINE
DRIVEWAY OUTLINE
1-1
2-1
3-1
CONCRETE VEHICULAR PAVEMENTS - TYPE C1 STRUCTURE NAME
CONCRETE VEHICULAR PAVEMENTS - TYPE C2
CONCRETE FOOTPATHS - TYPE C3
N
450x450
600x600
FIELD INLET
HEADWALL
FIELD INLET TYPE 2
LANDSCAPING
/
BUILDING OUTLINE - GROUND FLOOR
/
RETAINING WALL
STRUCTURE DESCRIPTION
STORMWATER PIPE AND MANHOLE/PIT
/
MANHOLE No. - LINE No.
1-1
ROOFWATER DRAINAGE LINE
/
/
/ S SEWER MAIN AND STRUCTURE
/
/
/
/
/
STAIRS - 7 RISERS @ 175mm
/
150 SEW IL 35.31
STAIRS - 4 RISERS @ 175mm
/
9
GROUND FLOOR FFL39.50 STAIRS - 4 RISERS @ 175mm
1.6
/
BASEMENT FFL36.50
6
0.8
0.7
0
PROVIDE 150Ø STUB FOR
RETAINING WALLS, STAIRS & INTERNAL
GA
2.4 ROOFWATER CONNECTION
TE
PAVEMENTS TO STRUCTURAL 0
ENGINEER'S DETAILS (TYP) 2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB.
S
REFER IPWEA Std Dwg RS-081 FOR DETAILS
2-1
MATCH NEATLY TO
VISITOR PARKING
EXISTING PATH
STORMWATER LONGITUDINAL NOTES:
DL.1. PIPES DENOTED (PVC) SHALL BE UPVC, S.W.
DL.2. FOR DETAILS OF FIELD INLETS REFER TO IPWEA
STONE CLAD BLOCK WALL STANDARD DRAWING DS-050.
S
TO ARCHITECT'S DETAILS DL.3. FOR DETAILS OF ROOF WATER INSPECTION
CHAMBERS REFER TO IPWEA STANDARD DRAWING
DS-110.
3-1 DL.4. FOR DETAILS OF CULVERT BEDDING AND
BACKFILLING REFER IPWEA STANDARD DRAWINGS
DS-030 AND DS-031.
TAKE UP & REMOVE FROM SITE EXISTING
DRIVEWAY CROSSOVER. MAKE GOOD
PIPE SIZE (mm) 150 (2x)100
S
WITH NEW KERB TYPE B1 TO MATCH IN
NEATLY WITH EXISTING KERB PIPE CLASS (PVC) (PVC)
0
5.5
1.00% 0.50%
PIPE GRADE
TAKE UP & REMOVE EXISTING PATH 1:100 1:200
5
0.7
& CONSTRUCT 2m WIDE CONCRETE
0.7
VISITOR PARKING 1-1 PATH IN ACCORDANCE WITH N.S.C
0 SPECIFICATIONS
9
1.6
3.5
23.0
S
0 DATUM RL
2.4
0.83
1.08
1.10
0.10
0.10
0
CONSTRUCT 4m WIDE RESIDENTIAL DEPTH TO INVERT
CROSSOVER. REFER IPWEA Std
36.199
36.076
36.056
36.010
36.010
Dwgs RS-049/050 FOR DETAILS
INVERT LEVELS
E
AT
G
STAIRS - 14 RISERS @ 175mm PROVIDE 150Ø STUB FOR
S
EXISTING TELECOMMUNICATIONS
37.025
(38.809)
37.154
(37.901)
36.110
(36.014)
ROOFWATER CONNECTION SURFACE LEVELS
LEGEND - EXISTING OPTICAL FIBRE CABLES TO BE LOWERED
FINISHED
T
(BY OTHERS AT DEVELOPERS EXPENSE)
EE
(EXISTING)
TR
ELECTRICAL OVERHEAD
E 510916.787
E 510924.068
E 510932.176
N 7079101.782
N 7079111.745
N 7079107.581
NS
SEWER GRAVITY MAIN PROPOSED SEWER MAIN
RE-ALIGNMENT. REFER SEWER
STRUCTURE
SO
SEWER RISING MAIN
PLAN C06 FOR DETAILS
SETOUT
COORDINATES
ER
TELECOMMUNICATION CONDUITS
ND
WATER MAIN
TAKE UP & REMOVE EXISTING PATH
HE
STORMWATER DRAINAGE & CONSTRUCT 2m WIDE CONCRETE LENGTH m 12.340 9.115
ROAD CROWN PATH IN ACCORDANCE WITH N.S.C
12.340
21.455
0.000
SPECIFICATIONS
EDGE OF BITUMEN DISTANCE ALONG DRAIN
KERB
TOP OF EMBANKMENT
MATCH NEATLY TO LINE 1
CHANGE OF GRADE EXISTING PATH
BOTTOM OF EMBANKMENT
TABLE DRAIN
DRAINAGE
BUILDING
/ / / FENCE LONGITUDINAL SECTIONS
PROPERTY BOUNDARIES SCALE A1 - 1:1000(H) 1:100(V)
10.5
A3 - 1:2000(H) 1:200(V)
EXISTING CONTOURS
EXISTING VEGETATION OUTLINE
PLAN 0 20 40 60 80 100m
SCALE A1 - 1 : 100
TREE RETAINED, TREE REMOVED SCALE 1:1000 @A1
A3 - 1 : 200
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 05/07/22 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:
ROAD CENTRELINE
DRIVEWAY OUTLINE
22.80 FINISHED CONTOURS
/
F.L.22.90
41.4
FINISHED SURFACE LEVEL F.L.40.80
41.2
FL22.80
41.0
/
FILL GRADE LINE AND LEVEL
40.8
RETAINING WALL N
6
40.
4
40.
/
F.L.40.50
2
40.
BUILDING OUTLINE - SLAB ON GROUND
0
40.
8
39.
6
39.
/
STORMWATER DRAINAGE LINE F.L.39.50
/
ROOFWATER DRAINAGE LINE
F.L.39.50 /
/
/
F.L.41.11 /
/
/
/
41.2
F.L.41.25
/
41.4
41.6
GROUND FLOOR FFL39.50 F.L.39.50
41.8 /
BASEMENT FFL36.50
F.L.37.00 F.L.38.28
F.L.39.50
F.L.37.75
F.L.36.90
GA
TE
F.L.41.54 F.L.37.40
F.L.37.60
F.L.37.15
S
F.L.37.25
37.0
.4
36.8
41
F.L.37.15
VISITOR PARKING
F.L.37.54 F.L.36.15
B99 Vert Clearance (2004)
.2
F.L.36.03
41
F.L.36.50
36.4
36.6
36.8
F.L.36.60
37.0
I.P.12.257, 36.500
7.2
4
37.
TBM Screw in fd kerb
S3
36
36.2
.6
.0
kerb RL36.02 AHD
300
41
F.L.36.80
GROUND FLOOR FFL39.50
.8 DRIVEWAY CONTROL LINE DW01
40
36
F.L.37.00
.4
F.L.40.70
BDY
2700
.6 F.L.37.05
40
.6
F.L.36.50
36
36
.4
.6
40
S
BASEMENT FFL36.50 .8
36
B85 Ground Clearance (2004)
6.887, 37.220
.2
8.387, 37.145
40 .0
3.500, 36.881
37
1.500, 36.831
11.507, 36.625
12.257, 36.531
13.007, 36.500
13.387, 36.500
GRATED DRAIN
.0
37.2 F.L.36.75
40
36.8 F.L.36.95
.8
CROSSOVER F.L.37.20
39
37.2
F.L.39.50 VISITOR PARKING F.L.37.30
.6
F.L.36.71
39
PROPOSED SEWER F.L.37.38
RE-ALIGNMENT F.L.36.90 F.L.36.52
37.0
F.L.39.50
S
VC 1.5 F.L.37.00
EXISTING TELECOMMUNICATIONS EXISTING 150Ø
R9 F.L.37.02
VC LENGTH OPTICAL FIBRE TO BE RELOCATED SEWER MAIN
F.L.37.00 F.L.38.80
37.2
RADIUS
36.8
F.L.36.95
37.4
T
GRADE 12.500% 2.500% 10.000% -5.000% -16.670% 0.000% F.L.38.50
37.6
EE
37
37.8
F.L.39.45 .2 F.L.36.76
38.0
E
TR
AT
DATUM RL 29.0
G
38.2
S
37
NS
38.4
.4
36.764
F.L.39.30
38.6
SO
LIP LEVELS LHS
37
.6
38.8
ER
39.0
37
.8
F.L.39.38
ND
39.2
36.524
38.0
HE
LIP LEVELS RHS
0.000
2.954
3.502
CUT/FILL F.L.38.70
(Depth of)
36.644
36.500
36.500
DESIGN
LEVELS
PLAN
36.644
39.454
40.002
EXISTING SURFACE
LEVELS SCALE A1 - 1 : 100
A3 - 1 : 200
20.000
24.239
0.000
CHAINAGE
HC DATA
DRIVEWAY - DW01
HOR. 1 : 100
VERT. 1 : 100
LONGITUDINAL SECTIONS
SCALE A1 - 1 : 100
A3 - 1 : 200 Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 05/07/22 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.: 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 : 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] FINISHED GRADING PLAN
Page 5
N
/
/
/
/
/
/
/
/
/
/
/
/
/
GROUND FLOOR FFL39.50
/
BASEMENT FFL36.50
GA
TE
VISITOR PARKING
TBM Screw in fd kerb
kerb RL36.02 AHD
Surface Analysis: Elevation Ranges
Minimum Elevation Maximum Elevation
Number Color
(m) (m)
VISITOR PARKING
1 -4.721 -4.500
2 -4.500 -4.000
ET
3 -4.000 -3.500
RE
4 -3.500 -3.000
ST
E
ON
AT
5 -3.000 -2.500
G
S
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 1.300
PRELIMINARY BULK EARTHWORK VOLUMES
CUT 1,200m³
FILL 15m³
SPOIL : 1,185m³
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. 05/07/22 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
/
/
/
/
/
/
/
/
/
/
/
/
/
GA
TE
MATCH NEATLY TO
EXISTING PATH
S.J
.
Driveway Slab:
150 SLAB
SL82 Mesh
40 Top Cover S.J
D. .
J.
F'c = N32
D.
J.
S.J
.
S.J
.
S.J
.
S.J
.
D.J
.
.
D.
S.J
J. S.J
.
TAKE UP & REMOVE EXISTING PATH
.
S.J
D.J
. D. & CONSTRUCT 2m WIDE CONCRETE
.
S.J
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
.
E
AT
G
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:
A M.T. 05/07/22 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
SEWER
LEGEND:
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
6
39.
/
/
/
/
/
3491
4309
.60 /
.86024
/
41.2
/
/
41.4
X CONSTRUCT MH OVER EXISTING 150Ø
2
MAIN. CONNECTION TO EXISTING BY
/
1 UNITYWATER AT DEVELOPERS EXPENSE
41.6
1.45 1
3 9.4
399. .2
3 0
GROUND FLOOR FFL39.50
3
3 8.8
41.8 /
388. .6
4
BASEMENT FFL36.50
3 8.2
37.8.0
8
3
GA
TE
37.6
S
C
PV
EX.
0Ø
150
ØP
. 15
VISITOR PARKING VC
EX
.2
41
36.4
36.6
36.8
37.0
2
3S7.
.0
36.2
41
1.0
TAKE UP & REMOVE EXISTING 150Ø PVC MAIN 0
.8
FROM 4/1 TO X/2. CONNECTION TO EXISTING
40
36
BY UNITYWATER AT DEVELOPERS EXPENSE
.4
.6
40
X
.6
36
36
.4
1
40
.6
S
.8
36
.2
40
.0
37
.0
40
37.2
3 9.8
2
37.2
1.0
.6
VISITOR PARKING 1
39
0 PROPOSED DN150 SEWER
MAIN RE-ALIGNMENT
37.0
37.0
S
377.2
3
.0
.2
PA
.0
37
37
337789
RK
..248062480 37. CR
38
EC
36.8
.0246
2
37.
4 SE
ET
37.6
4
1 NT
37.8
37
RE
.2
38.0
1.0
E
AT
38.2
G
ST
S
CONSTRUCT MH OVER EXISTING SEWER.
37
38.4
.4
ON
CONNECTION TO EXISTING BY
38.6
37
UNITYWATER AT DEVELOPERS EXPENSE.
38.8
.6
RS
TAKE UP & REMOVE EXISTING 150Ø PVC
39.0
3
E
37
39.2
MAIN FROM 4/1 TO X/2. 1
.8
ND
X
38.0
3
HE
0
1.8
PLAN
SCALE A1 - 1 : 100
A3 - 1 : 200
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 05/07/22 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.: 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:
NATURAL SURFACE
JUNCTION LINE JUNCTION LINE PROPOSED SURFACE
PROPOSED SEWER PIPE
Y D MS 600
EX MH
EX MH
EX MH
1000
1000
STRUCTURE TYPE STRUCTURE TYPE EXISTING SEWER PIPE
LRB
J-1
R9
V D P1
V D P1
STRUCTURE LID CLASS
DROP JUNCTION TYPE
SEWERAGE LONGITUDINAL NOTES:
SL.1. THIS DRAWING TO BE READ IN CONJUNCTION WITH DRAWING
C06.
36.20 0.93
HC DEPTH SL.2. STRUCTURES :
MS MAINTENANCE SHAFT (POO PIT)
HC INVERT LEVEL P1-P3 PRECAST MAINTENANCE HOLE
C CAST-IN-SITU MAINTENANCE HOLE
HC DISTANCE TO
3.98
LRB LONG RADIUS BEND
D/S STRUCTURE TEE TEE JUNCTION
END CAPPED END
No.3
HC TYPE FP FLUSHING POINT
HC LOT No SRB SHORT RADIUS BEND
SL.3. PIPES :
PN12 uPVC SERIES 12 R.R.J.
PROP MH IL 34.705
SN8 uPVC R.R.J.
(2x)100 SWD IL 36.04
PE PN16 PE 100 BUTT WELDED, CLASS SDR 11 PN16 - TYPE 3
BEDDING
SL.4. HOUSE CONNECTIONS / DROP TYPE (RIGGS):
A 150Ø STANDARD CONNECTION
B 150Ø SLOPED CONNECTION
D 150Ø VERTICAL RISER
SZ POO PIT VERTICAL RISER CONNECTION
SV POO PIT AT BASE CONNECTION
CONSTRUCT MH OVER EXISTING CONSTRUCT MH OVER EXISTING V DROP BENCHING - STRAIGHT THROUGH
SEWER. CONNECTION BY UNITYWATER SEWER. CONNECTION BY UNITYWATER
AT DEVELOPERS EXPENSE AT DEVELOPERS EXPENSE
X DROP INTERNAL BACKDROP
W DROP OBLIQUE
Y MH EXTERNAL BACKDROP
SL.5. LOCATIONS:
PROVIDE TRENCH STOPS IN
ACCORDANCE WITH SEQ-SEW-1206-1 PP PRIVATE PROPERTY
VG VERGE
RD ROAD
SL.6. ALL RIGGS ROAD AND STORMWATER CROSSINGS SHALL BE
UPVC R.R.J. PN12 AS SHOWN (MINIMUM OF ONE LENGTH 6.00m).
SL.7. FOR COMPACTION REQUIREMENTS, CONSTRUCTION AND
TESTING METHODOLOGY REFER TO SEQ WS&S D&C CODE -
PART C FOR DETAILS.
SL.8. FOR BULKHEAD AND TRENCH STOP DETAILS REFER TO SEQ
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 FOOTPATH PP SHOWN.
150 150 150 150 150
TYPE EX. EX. TYPE PVC PVC PVC
4.69 % 5.76 % 8.50 % 8.50 % 4.32 %
GRADE GRADE
1:21 1:17 1:12 1:12 1:23
JUNCTION JUNCTION
INVERT LEVEL INVERT LEVEL
2.07
2.82
1.35
1.70
2.31
2.23
1.11
2.00
1.29
1.73
DEPTH DEPTH
33.430
34.930
36.400
37.900
34.705
34.785
36.013
36.842
37.550
37.720
INVERT LEVEL INVERT LEVEL
35.500
(35.500)
37.753
(37.753)
39.600
(39.600)
37.019
(37.019)
37.118
(37.955)
38.839
(39.004)
39.450
(39.223)
SURFACE LEVELS SURFACE LEVELS
FINISHED FINISHED
(EXISTING) (EXISTING)
E 510954.579
E 510925.279
E 510911.561
E 510929.870
E 510922.499
E 510916.308
E 510912.962
N 7079105.250
N 7079118.043
N 7079095.890
N 7079116.038
N 7079103.612
N 7079096.081
N 7079098.153
STRUCTURE STRUCTURE
SETOUT SETOUT
COORDINATES COORDINATES
LENGTH 31.972 26.056 LENGTH 14.448 9.749 3.936
0.000
0.000
31.972
58.028
14.448
24.197
28.133
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:
A M.T. 05/07/22 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
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