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Generally in Accordance Approved Plans - OPW22/0124.01
Plans and drawings: the text below has words only, no drawings.
LEGEND - EXISTING
TEAL
STRE ELECTRICAL OVERHEAD/POWER
ET POLE WITH STREET LIGHT
ELECTRICAL UNDERGROUND
N SEWER GRAVITY MAIN
TELECOMMUNICATION CONDUITS
WATER MAIN
STORMWATER DRAINAGE
ROAD CROWN
CONSTRUCT NEW 1.5m WIDE KERB RAMP TO EDGE OF BITUMEN
SUIT NEW KERB & CHANNEL WORKS. REFER
NOOSA Std Dwg SD-9006E FOR DETAILS
KERB
TOP OF EMBANKMENT
CHANGE OF GRADE
BOTTOM OF EMBANKMENT
TABLE DRAIN
BUILDING
/ / FENCE
PROPERTY BOUNDARIES
E
ANAD
EXISTING CONTOURS
EXISTING VEGETATION OUTLINE
ESPL
TREE RETAINED, TREE REMOVED
GIAN
LEGEND - PROPOSED:
PERE
LINE OF BASEMENT BELOW TO M 6.45
ATCH ROAD CENTRELINE
EXIST
NORT IN
H OF G KERB L DRIVEWAY OUTLINE
TEAL INE
ST.
No34 ASPHALT VEHICULAR PAVEMENTS - TYPE A1
MATCH NEATLY TO EXISTING PATH CONCRETE VEHICULAR PAVEMENTS - TYPE C1
CONSTRUCT NEW KERB & CHANNEL CONCRETE VEHICULAR PAVEMENTS - TYPE C2
BASEMENT FFL8.63
TYPE M1 FOR LOT FRONTAGE. CONCRETE FOOTPATHS - TYPE C3
REFER IPWEA Std Dwg RS-080
R3
.50 BUILDING OUTLINE -GROUND FLOOR
SAWCUT EXISTING PAVEMENT & CONSTRUCT
STORMWATER DRAINAGE LINE
FULL DEPTH AC PAVEMENT TO MATCH
4.92
EXISTING PAVEMENT PROFILE
R5
.00
1.50 CONSTRUCT 1.2m WIDE CONCRETE
2.00 FOOTPATH. TAKE & REMOVE FROM SITE
JOINS RIGHT REDUNDANT FOOTPATH
5.34
3.00
R5.00
No32 CONSTRUCT NEW KERB & CHANNEL TYPE B1 TO
EXISTING GULLT PIT & PROPOSED DRIVEWAY
CROSSOVER AT #32
GRATED DRAINS TO HYDRAULIC
MATCH NEATLY TO 3m WIDE VEHICLE CROSSOVER IN
ENGINEER'S DETAILS
EXISTING 1.2m WIDE PATH ACCORDANCE WITH IPWEA Std Dwg RS-049/050
RETAINING WALLS TO STRUCTURAL
ENGINEER'S DETAILS (TYP)
EXISTING PANDANUS TREES TO BE
STORMWATER LEGAL POINT OF DISCHARGE REMOVED/RELOCATED AS DIRECTED
TO NEW KERB & CHANNEL. REFER HYDRAULIC 1.50
2.00 BY THE SUPERINTENDENT
ENGINEER'S DRAWINGS FOR DETAILS
MATCH NEATLY TO EXISTING
SAWCUT EXISTING PAVEMENT & CONSTRUCT DRIVEWAY PAVEMENT
FULL DEPTH AC PAVEMENT TO MATCH TAKE UP & REMOVE EXISTING DRIVEWAY CROSSOVER
EXISTING PAVEMENT PROFILE 1.50 & CONSTRUCT NEW 3.6m WIDE VEHICLE CROSSOVER
IN ACCORDANCE WITH IPWEA Std Dwg RS-049/050
E
R5.00
ANAD
TRANSITION KERB TYPE FROM
B1 TO M1 AT DRIVEWAY FLARE
5.34
ESPL
R5.00
No28 No32 CONSTRUCT NEW KERB & CHANNEL TYPE B1 TO
GENERALLY IN ACCORDANCE
EXISTING GULLT PIT & PROPOSED DRIVEWAY OPW22/0124.01
GIAN
CROSSOVER AT #32 NOOSA COUNCIL
MATCH NEATLY TO 22 NOVEMBER 2024
EXISTING 1.2m WIDE PATH
PERE
MATCH NEATLY TO EXISTING GULLY PIT.
RECONSTUCT PIT LINTEL TO SUIT KERB
PROFILE
SAWCUT EXISTING PAVEMENT & CONSTRUCT
JOINS LEFT
PLAN
SCALE A1 - 1 : 100
A3 - 1 : 200
PLAN Issue
A
Made By
M.T.
Date
27/04/22
Description
ISSUE FOR OPERATIONAL WORKS APPROVAL
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
REVISION
0 1 2 4 6 8 10m at No.34 PEREGIAN TERRACE, PEREGIAN BEACH
SCALE A1 - 1 : 100 B M.T. 09/08/22 ISSUE FOR OPERATIONAL WORKS APPROVAL Job No.: 22-0147 1. Do not scale drawings.
2. Scale is correct at A3.
C M.T. 05/09/24 ISSUE FOR OPERATIONAL WORKS APPROVAL Client: Robert & Alex Murray
A3 - 1 : 200 Dwg No.: C02 3. Check and verify all dimensions
SCALE 1:100 @A1 D M.T. 03/10/24 ISSUE FOR OPERATIONAL WORKS APPROVAL Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 11/03/22 prior to commencement of work.
E M.T. 31/10/24 ISSUE FOR OPERATIONAL WORKS APPROVAL Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 11/03/22 Ph: (07) 5444 5578 Email: [email protected] SITE PLAN
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Page 2
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
Page 3
GENERALLY IN ACCORDANCE
BDY
OPW22/0124.01
SAWCUT EX. PAVEMENT
2.30
2.25
NOOSA COUNCIL
BASEMENT FFL8.630 22 NOVEMBER 2024
5.950, 9.760
7.450, 9.685
3.496, 9.577
1.000, 9.509
8.950, 9.435
-0.775, 9.389
-0.500, 9.359
11.136, 8.889
12.590, 8.718
-11.006%
10.000%
VC LENGTH
-4.874%
RADIUS
GRADE 2.709% 7.475% -5.000% -16.667% -25.000% -11.733%-5.867%
DATUM RL 2.0
0.019
1.934
CUT/FILL
(Depth of)
9.409
8.630
DESIGN
LEVELS
9.502
9.428
10.564
EXISTING SURFACE
LEVELS
0.000
14.090
-4.000
CHAINAGE
HC DATA
DRIVEWAY
HOR. 1 : 100
VERT. 1 : 100
I.P.50.076, 10.237
I.P.46.166, 10.009
I.P.40.792, 9.812
I.P.35.915, 9.646
I.P.28.844, 9.494
I.P.21.809, 9.309
I.P.15.679, 9.179
I.P.5.802, 9.064
I.P.2.923, 9.013
I.P.2.311, 9.006
47.666, 10.096
46.166, 10.017
44.666, 9.954
38.415, 9.731
35.915, 9.654
33.415, 9.593
VC LENGTH VC 5 VC 3
RADIUS R 399 R 137
GRADE 1.606% 1.170% 1.781% 1.166% 2.115% 2.638% 2.148% 3.400% 3.657% 5.850% 4.874%
DATUM RL 5.0
-0.019
-0.036
-0.042
0.000
0.027
0.018
0.004
0.004
CUT/FILL
(Depth of)
8.969
9.200
9.222
9.271
9.738
9.785
10.466
10.489
DESIGN
LEVELS
8.969
9.182
9.186
9.229
9.765
9.803
10.470
10.493
EXISTING SURFACE
LEVELS
0.000
16.677
17.693
20.000
38.616
40.000
54.756
55.229
CHAINAGE
HC DATA R -10.27
KR01 - KERB LIP LINE ALIGNMENT
HOR. 1 : 100
VERT. 1 : 50
LONGITUDINAL SECTIONS
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 B M.T. 09/08/22 ISSUE FOR OPERATIONAL WORKS APPROVAL
at No.34 PEREGIAN TERRACE, PEREGIAN BEACH Job No.: 22-0147 1. Do not scale drawings.
2. Scale is correct at A3.
C M.T. 03/10/24 ISSUE FOR OPERATIONAL WORKS APPROVAL Client: Robert & Alex Murray
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 : 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