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Approved Plans - OPW22-0124
Plans and drawings
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Log in to see the plans as drawn JOINS LEFT LEGEND - PROPOSED:
ROAD CENTRELINE
55.37
DRIVEWAY OUTLINE
CONSTRUCT KERB RAMP TO
MATCH NEW KERB & CHANNEL ASPHALT VEHICULAR PAVEMENTS - TYPE A1
KR
AND EXISTING FOOTPATH CONCRETE VEHICULAR PAVEMENTS - TYPE C1
5
0.4
R1 CONCRETE VEHICULAR PAVEMENTS - TYPE C2
CONCRETE FOOTPATHS - TYPE C3
N
BUILDING OUTLINE -GROUND FLOOR
KR01 (LIP LINE) CONTROL LINE STORMWATER DRAINAGE LINE
S.J.
SAWN JOINT
.00
D.J.
50
DOWEL JOINT
B1
RE-PROFILE & TURF VERGE
10.4 TO MATCH EXISTING PATH JOINS LEFT PI 18.
62
PI 18.1 3
5.45
SAWCUT EXISTING PAVEMENT 10.0 38
CONSTRUCT KERB RAMP TO
MATCH NEW KERB & CHANNEL KR
AND EXISTING FOOTPATH
5
0.4
R1
B1
40.00
F.L.9.71
F.L.9.76
B1
RE-PROFILE & TURF VERGE PC 38
TO MATCH EXISTING PATH .959
JOINS RIGHT
35mm AC10
Y
MATCH NEATLY TO EXISTING PATH
RP BD
7mm PRIMER SEAL
150mm BASE TYPE 2.1
125mm SUBBASE TYPE 2.3
ASEMENT FFL8.63 SUBGRADE CBR 10%
10.00
5.95
RE-PROFILE & TURF VERGE 0.30
B1
TO MATCH FINISHED LEVELS Footpath Slab:
100 SLAB 0.45
Driveway Slab: SL72 Mesh
SAWCUT EXISTING PAVEMENT
9.6
F.L.8.63 150 SLAB Central
9.2
F.L.8.70 SL82 Mesh F'c = N32
KR01 (LIP LINE) CONTROL LINE
40 Top Cover F.L.9.98
F'c = N32 Crossover Slab:
S.
J.
175 SLAB
S.J. F.L.9.78
SL82 Mesh RE-PROFILE & TURF VERGE
40 Top Cover KR01 (LIP LINE) CONTROL LINE
F.L.8.70 TO MATCH EXISTING PATH
DE
B1
F'c = N32
E.J.
F.L.9.75
9.8
8.8
S.J.
ANA
S.J.
9.0
9.2
2.00
E.J.
9.4
F.L.9.82
9.6
1.50
RECONSTRUCT SECTION
9.8
9.8
S.J.
F.L.9.64 OF PATH TO MATCH NEW SAWCUT EXISTING PAVEMENT
F.L.8.63 E.J.
9.6
30.00 CROSSOVER LEVELS
ESPL
F.L.8.72 F.L.9.61
0.50
F.L.9.42
E.J.
F.L.8.96
3.00
9.6
S.J.
F.L.9.76
GIAN
V.C.
0
3.00
14.09
E.J.
- F.L.9.58 MATCH NEATLY TO EXISTING GULLY PIT.
APPROVED PLAN E.J. RECONSTUCT PIT LINTEL TO SUIT KERB
SAWCUT LINE - SCL01
PROFILE
9.4
F.L.9.53
0
OPW22/0124
10.00
2.48
F.L.9.34 DRIVEWAY CONTROL LINE
NOOSA COUNCIL
9.6
PERE
RP BD 0.00
0.50
Y
24 AUGUST 2022 S.J.
B1
150 150 150 300mm WIDE SAND SEAL
ALONG PAVEMENT JOIN
F.L.9.45
0.000
9.4
F.L.9.27
F.L.9.37 F.L.9.33
PI 23.
STRAIN ALLEVIATING MEMBRANE Existing 347
-4.000
Pavement
MATCH NEATLY TO MATCH NEATLY TO
EXISTING DRIVEWAY EXISTING KERB
CONNECTION TO EXISTING JOINS RIGHT Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN
PLAN A M.T. 27/04/22 ISSUE FOR OPERATIONAL WORKS APPROVAL
NOTES:
REVISION
at No.34 PEREGIAN TERRACE, PEREGIAN BEACH
PAVEMENT DETAIL 0 1 2 3 4 5m B M.T. 09/08/22 ISSUE FOR OPERATIONAL WORKS APPROVAL
Client: Robert & Alex Murray
Job No.: 22-0147 1. Do not scale drawings.
2. Scale is correct at A3.
SCALE A1 - 1 : 50 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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