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Civil Engineering Plans (22-0147 Civil Issue A)
Attached to the e-mail Operational Works Application OPW 22/0124 - DA Form 1 - Plans -34 Peregian Esplanade Peregian Beach.
Plans and drawings
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Log in to see the plans as drawn PROPOSED RESIDENCE
Lot 304 - #34 PEREGIAN ESPLANADE, PEREGIAN BEACH
Client: Robert & Alex Murray
Job No: 22-0147
N
CE A
TERR
No36
TEAL
ST
No34
BASEMENT FFL7.86
No32
GIAN
No28
PERE
LOCALITY PLAN SITE PLAN
SCALE A1 - N.T.S. SCALE A1 - 1 : 1000
A3 - N.T.S. A3 - 1 : 2000
DRAWING REGISTER
Sheet No. TITLE REVISION Date of Issue
C00 TITLE SHEET A 27/04/2022
C01 GENERAL NOTES & DETAILS A 27/04/2022
C02 SITE PLAN A 27/04/2022
C03 DRIVEWAY PLAN A 27/04/2022
C04 ALIGNMENT SECTIONS A 27/04/2022 Cromar Winning Consulting Engineers Pty Ltd T/A
ABN 30 169 626 957
Office: Suite 35/13 Norval Court, Maroochydore
Ph: (07) 5444 5578
Web: hrdesigngroup.com.au
Email: [email protected]
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.
r
ve
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. 27/04/22 ISSUE FOR OPERATIONAL WORKS APPROVAL
REVISION
at No.34 PEREGIAN ESPLANADE, PEREGIAN BEACH Job No.: 22-0147 1. Do not scale drawings.
2. Scale is correct at A3.
Client: Robert & Alex Murray
Dwg No.: C01 3. Check and verify all dimensions
Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 11/03/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 11/03/22 Ph: (07) 5444 5578 Email: [email protected] GENERAL NOTES & DETAILS
Page 3
LEGEND - EXISTING
ELECTRICAL OVERHEAD/POWER
POLE WITH STREET LIGHT
ELECTRICAL UNDERGROUND
N SEWER GRAVITY MAIN
TELECOMMUNICATION CONDUITS
WATER MAIN
STORMWATER DRAINAGE
ROAD CROWN
EDGE OF BITUMEN
KERB
TOP OF EMBANKMENT
CHANGE OF GRADE
MB CONSTRUCT NEW KERB RAMP TO SUIT BOTTOM OF EMBANKMENT
NEW KERB & CHANNEL WORKS. REFER TABLE DRAIN
IPWEA Std Dwg RS-090 FOR DETAILS
BUILDING
/ / FENCE
PROPERTY BOUNDARIES
CP
10.5 EXISTING CONTOURS
CP
EXISTING VEGETATION OUTLINE
TREE RETAINED, TREE REMOVED
DP
DP
DP
2100x770
DP
DP
LEGEND - PROPOSED:
ROAD CENTRELINE
DRIVEWAY OUTLINE
NAL
DUAL D x1640
IRECTIO
ASPHALT VEHICULAR PAVEMENTS - TYPE A1
2100
CONCRETE VEHICULAR PAVEMENTS - TYPE C1
CONCRETE VEHICULAR PAVEMENTS - TYPE C2
CONCRETE FOOTPATHS - TYPE C3
2400x820
DP
BUILDING OUTLINE -GROUND FLOOR
x2
CONSTRUCT NEW KERB & CHANNEL STORMWATER DRAINAGE LINE
SB
TYPE B1 FOR LOT FRONTAGE.
REFER IPWEA Std Dwg RS-080
BASEMENT FFL7.86 SAWCUT EXISTING PAVEMENT & CONSTRUCT
FULL DEPTH AC PAVEMENT TO MATCH
EXISTING PAVEMENT PROFILE
TO M
ATCH E 5.95
XISTI
NG KERB
LINE CONSTRUCT 2m WIDE CONCRETE FOOTPATH.
TAKE & REMOVE FROM SITE REDUNDANT
FOOTPATH
3.00
GRATED DRAINS TO HYDRAULIC
ENGINEER'S DETAILS
3m WIDE VEHICLE CROSSOVER IN
ACCORDANCE WITH IPWEA Std Dwg RS-049/050
EXISTING PANDANUS TREES TO BE
STORMWATER LEGAL POINT OF DISCHARGE REMOVED/RELOCATED AS DIRECTED
2.00
TO NEW KERB & CHANNEL. REFER HYDRAULIC 1.50 BY THE SUPERINTENDENT
ENGINEER'S DRAWINGS FOR DETAILS
MATCH NEATLY TO EXISTING KERB
PLAN
SCALE A1 - 1 : 100
A3 - 1 : 200
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 27/04/22 ISSUE FOR OPERATIONAL WORKS APPROVAL
REVISION
0 1 2 4 6 8 10m at No.34 PEREGIAN ESPLANADE, PEREGIAN BEACH Job No.: 22-0147 1. Do not scale drawings.
2. Scale is correct at A3.
Client: Robert & Alex Murray
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 : 11/03/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 11/03/22 Ph: (07) 5444 5578 Email: [email protected] SITE PLAN
Page 4
JOINS LEFT
32.03
LEGEND - EXISTING
CONSTRUCT KERB RAMP TO
MATCH NEW KERB & CHANNEL KR ELECTRICAL OVERHEAD/POWER
AND EXISTING FOOTPATH
0
POLE WITH STREET LIGHT
30.0
5
0.4
R1 ELECTRICAL UNDERGROUND
SEWER GRAVITY MAIN
N TELECOMMUNICATION CONDUITS
WATER MAIN
KR01 (LIP LINE) CONTROL LINE STORMWATER DRAINAGE
ROAD CROWN
DP EDGE OF BITUMEN
B1
KERB
TOP OF EMBANKMENT
5.45
20.00 CHANGE OF GRADE
SAWCUT EXISTING PAVEMENT
BOTTOM OF EMBANKMENT
TABLE DRAIN
BUILDING
/ / FENCE
CONSTRUCT KERB RAMP TO
MATCH NEW KERB & CHANNEL PROPERTY BOUNDARIES
KR
AND EXISTING FOOTPATH EXISTING CONTOURS
5
0.4
R1 EXISTING VEGETATION OUTLINE
TREE RETAINED, TREE REMOVED
LEGEND - PROPOSED:
F.L.9.71
ROAD CENTRELINE
F.L.9.76
B1
DRIVEWAY OUTLINE
PC 15
.612 ASPHALT VEHICULAR PAVEMENTS - TYPE A1
JOINS RIGHT CONCRETE VEHICULAR PAVEMENTS - TYPE C1
CONCRETE VEHICULAR PAVEMENTS - TYPE C2
CONCRETE FOOTPATHS - TYPE C3
35mm AC10 BUILDING OUTLINE -GROUND FLOOR
Y
RP BD
7mm PRIMER SEAL
150mm BASE TYPE 2.1 STORMWATER DRAINAGE LINE
125mm SUBBASE TYPE 2.3
S.J.
SUBGRADE CBR 10% SAWN JOINT
5.95 D.J.
DOWEL JOINT
0.30
B1
Footpath Slab:
100 SLAB 0.45
F.L.7.86
F.L.7.94 Driveway Slab: SL72 Mesh
SAWCUT EXISTING PAVEMENT
9.6
150 SLAB Central
SL82 Mesh F'c = N32
S.J. 40 Top Cover
F'c = N32 10.00
F.L.7.95
BASEMENT FFL7.86 F.L.9.78
KR01 (LIP LINE) CONTROL LINE
F.L.8.99
E
NAD
S.J. F.L.9.75
S.J.
F.L.9.83
SAWCUT LINE - SCL01
S.J.
S.J.
8.0
2.00
8.2
F.L.9.82
F.L.7.86 1.50
S.J.
8.4
RECONSTRUCT SECTION
8.6
SPLA
8.8
F.L.9.64 OF PATH TO MATCH NEW
S.J.
9.0
CROSSOVER LEVELS
9.2
F.L.9.61
9.4
F.L.8.68
0.50
150 150 150 300mm WIDE SAND SEAL
0
9.6
F.L.9.42
E.J.
F.L.8.96
20.00
ALONG PAVEMENT JOIN
3.00
E
S.J.
S.J.
9.6
F.L.9.76
GIAN
V.C.
3.00 STRAIN ALLEVIATING MEMBRANE Existing
Pavement
F.L.9.58
F.L.9.53
0
10.00
2.48
F.L.9.34 DRIVEWAY CONTROL LINE CONNECTION TO EXISTING
PERE
RP BD
0.50
Y PAVEMENT DETAIL
NTS
B1
Crossover Slab:
175 SLAB
0.000
F.L.9.27
SL82 Mesh
F.L.9.33
40 Top Cover
F'c = N32 0.00
-4.000
MATCH NEATLY TO MATCH NEATLY TO 0 1 2 3 4 5m
EXISTING DRIVEWAY EXISTING KERB
SCALE 1:50 @A1
PLAN Issue
A
Made By
M.T.
Date
27/04/22
Description
ISSUE FOR OPERATIONAL WORKS APPROVAL
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
REVISION
SCALE A1 - 1 : 50 at No.34 PEREGIAN ESPLANADE, PEREGIAN BEACH Job No.: 22-0147 1. Do not scale drawings.
2. Scale is correct at A3.
A3 - 1 : 100 Client: Robert & Alex Murray
Dwg No.: C03 3. Check and verify all dimensions
Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 11/03/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 11/03/22 Ph: (07) 5444 5578 Email: [email protected] DRIVEWAY PLAN
Page 5
I.P.-0.450, 9.380 (LIP)
I.P.5.950, 9.764
I.P.7.450, 9.689
I.P.3.496, 9.577
I.P.1.496, 9.527
I.P.8.950, 9.439
I.P.0.000, 9.340
I.P.26.991, 10.201
I.P.23.459, 10.000
I.P.15.219, 7.871
SAWCUT EX. PAVEMENT
I.P.15.612, 9.710
RP BDY
I.P.6.000, 9.480
I.P.2.289, 9.380
2.00
PATH
1.50
NOM. KERB LINE
CROSSING BASEMENT FFL7.860
13.719, 8.246
24.959, 10.085
23.459, 10.007
15.219, 7.962
21.959, 9.944
16.719, 7.860
MATCH NEATLY TO EXISTING KERB LIP
12.500%
-3.152%
-8.889%
VC LENGTH VC 3 VC LENGTH VC 3
RADIUS R 12 RADIUS R 150
GRADE 2.500% 7.625% -5.000%-16.670% -25.000% -0.758% 0.000% GRADE 4.653% 2.695% 2.388% 3.702% 5.700% 4.472%
PAVEMENT PAVEMENT
DATUM RL 4.0 DATUM RL 6.0
0.115
3.239
3.392
0.082
0.097
0.018
-0.000
CUT/FILL CUT/FILL
(Depth of) (Depth of)
10.427
9.340
7.860
7.860
9.273
9.710
9.872
DESIGN DESIGN
LEVELS LEVELS
9.503
9.455
9.273
9.792
9.969
11.099
11.252
10.445
EXISTING SURFACE EXISTING SURFACE
LEVELS LEVELS
20.000
21.719
15.612
20.000
32.027
-4.000
0.000
0.000
CHAINAGE CHAINAGE
HC DATA HC DATA R -10.45
DRIVEWAY KR01 - LIP LINE
HOR. 1 : 100 HOR. 1 : 100
VERT. 1 : 50 VERT. 1 : 50
ALIGNMENT
LONGITUDINAL SECTIONS
SCALE A1 - 1 : 100
A3 - 1 : 200
0 1 2 4 6 8 10m
SCALE 1:100 @A1
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 27/04/22 ISSUE FOR OPERATIONAL WORKS APPROVAL
REVISION
at No.34 PEREGIAN ESPLANADE, PEREGIAN BEACH Job No.: 22-0147 1. Do not scale drawings.
2. Scale is correct at A3.
Client: Robert & Alex Murray
Dwg No.: C04 3. Check and verify all dimensions
Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 11/03/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 11/03/22 Ph: (07) 5444 5578 Email: [email protected] ALIGNMENT SECTIONS