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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
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn 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
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