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Generally in Accordance Approved Plans - OPW22/0124.01
Plans and drawings: the text below has words only, no drawings.
JOINS LEFT JOINS LEFT
54.76
KR MATCH NEATLY TO
CONSTRUCT 1.5m WIDE KERB EXISTING DRIVEWAY
RAMP TO MATCH NEW KERB &
CHANNEL AND EXISTING 5
0.4 TAKE UP & REMOVE EXISTING VEHICLE
FOOTPATH R1
V.C.
CROSSOVER. CONSTRUCT NEW 3.6m WIDE
CROSSOVER TO SUIT NEW KERB LINE
M1
N 1.50 20.00
F.L.9.45 0.50
1.50
F.L.9.39
0
MATCH NEATLY TO
.0
EXISTING DRIVEWAY
50
KR01 (LIP LINE) CONTROL LINE TRANSITION FROM KERB TYPE B1
RE-PROFILE & TURF VERGE
TO MATCH EXISTING PATH
TO M1 AT VEHICLE CROSSOVER
PI 17.693
S.J.
5.45
9.4
SAWCUT EXISTING PAVEMENT
F.L.9.35
10.0 6.45
F.L.9.38
PI 16.
677
KR
CONSTRUCT 1.5m WIDE KERB
RAMP TO MATCH NEW KERB & S.J.
CHANNEL AND EXISTING 5
0.4
FOOTPATH R1
F.L.9.29
M1
40.00
B1
F.L.9.36
F.L.9.26
MATCH NEATLY TO
EXISTING PATH
PC 38
JOINS RIGHT F.L.9.75 .616
35mm AC10
7mm PRIMER SEAL
100mm BASE TYPE 2.1
100mm SUBBASE TYPE 2.3
SUBGRADE CBR 20%
LEGEND - PROPOSED:
ROAD CENTRELINE 10.00
Y
MATCH NEATLY TO EXISTING PATH
RP BD
DRIVEWAY OUTLINE
9.8
ASPHALT VEHICULAR PAVEMENTS - TYPE A1 35mm AC10
CONCRETE VEHICULAR PAVEMENTS - TYPE C1 7mm PRIMER SEAL
6.45 100mm BASE TYPE 2.1
CONCRETE VEHICULAR PAVEMENTS - TYPE C2 RE-PROFILE & TURF VERGE 0.30 100mm SUBBASE TYPE 2.3
CONCRETE FOOTPATHS - TYPE C3 TO MATCH FINISHED LEVELS SUBGRADE CBR 20%
F.L.9.83
9.6
Footpath Slab:
BUILDING OUTLINE -GROUND FLOOR Driveway Slab: 100 SLAB F.L.9.80
SAWCUT EXISTING PAVEMENT
F.L.8.63 150 SLAB SL72 Mesh
F.L.8.70 SL82 Mesh
STORMWATER DRAINAGE LINE Central KR01 (LIP LINE) CONTROL LINE
M1
40 Top Cover 9.2
F.L.9.98 F'c = N32
S.J. F'c = N32
SAWN JOINT Crossover Slab:
S
D.J. 175 SLAB F.L.9.76 .J.
DOWEL JOINT S.J.
SL82 Mesh RE-PROFILE & TURF VERGE
40 Top Cover KR01 (LIP LINE) CONTROL LINE
F.L.8.70 TO MATCH EXISTING PATH
F'c = N32
B1
E.J.
S.J F.L.9.68
. RECONSTRUCT SECTION
8.8
9.8
S.J. OF PATH TO MATCH NEW
9.0
CROSSOVER LEVELS
9.2
E.J.
9.4
F.L.9.82 1.50 30.00
9.6
GENERALLY IN ACCORDANCE F.L.9.65
0.50
9.8
OPW22/0124.01 F.L.9.62 1.50
9.8
SAWCUT EXISTING PAVEMENT
S.J.
NOOSA COUNCIL F.L.8.63 F.L.9.62
E.J.
22 NOVEMBER 2024 F.L.8.72 F.L.9.59
F.L.8.96 F.L.9.44
E.J.
3.00
0.50
9.6
S.J.
S.J.
F.L.9.76 MATCH NEATLY TO EXISTING GULLY PIT.
0
RECONSTUCT PIT LINTEL TO SUIT KERB
14.09
V.C.
E.J.
PROFILE
3.00
F.L.9.56
E.J.
SAWCUT LINE - SCL01
0.00
0
F.L.9.51
10.00
9.4
2.48
F.L.9.36 DRIVEWAY CONTROL LINE
RP BD
9.6
Y 0.50
S.J.
150 150 150 300mm WIDE SAND SEAL
ALONG PAVEMENT JOIN
M1
F.L.9.52
0.000
F.L.9.47
STRAIN ALLEVIATING MEMBRANE Existing
-4.000
Pavement
MATCH NEATLY TO
EXISTING DRIVEWAY
CONNECTION TO EXISTING JOINS RIGHT
PLAN
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
F M.T. 31/10/24 ISSUE FOR OPERATIONAL WORKS APPROVAL
PAVEMENT DETAIL
REVISION
at No.34 PEREGIAN TERRACE, PEREGIAN BEACH Job No.: 22-0147 1. Do not scale drawings.
0 1 2 3 4 5m 2. Scale is correct at A3.
SCALE A1 - 1 : 50 Client: Robert & Alex Murray
Dwg No.: C03 3. Check and verify all dimensions
NTS Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 11/03/22 prior to commencement of work.
A3 - 1 : 100 SCALE 1:50 @A1 Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 11/03/22 Ph: (07) 5444 5578 Email: [email protected] DRIVEWAY PLAN
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