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Approved Plans - OPW22-0124
Plans and drawings
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Log in to see the plans as drawn 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 KERB RAMP TO SUIT EDGE OF BITUMEN
NEW KERB & CHANNEL WORKS. REFER
IPWEA Std Dwg RS-090 FOR DETAILS
KERB
TOP OF EMBANKMENT
CHANGE OF GRADE
BOTTOM OF EMBANKMENT
TABLE DRAIN
BUILDING
/ / FENCE
E
PROPERTY BOUNDARIES
ANAD
EXISTING CONTOURS
EXISTING VEGETATION OUTLINE
ESPL
TREE RETAINED, TREE REMOVED
GIAN
LEGEND - PROPOSED:
PERE
LINE OF BASEMENT BELOW ROAD CENTRELINE
DRIVEWAY OUTLINE
No34 ASPHALT VEHICULAR PAVEMENTS - TYPE A1
CONCRETE VEHICULAR PAVEMENTS - TYPE C1
CONSTRUCT NEW KERB & CHANNEL CONCRETE VEHICULAR PAVEMENTS - TYPE C2
BASEMENT FFL8.63
TYPE B1 FOR LOT FRONTAGE. CONCRETE FOOTPATHS - TYPE C3
REFER IPWEA Std Dwg RS-080
BUILDING OUTLINE -GROUND FLOOR
SAWCUT EXISTING PAVEMENT & CONSTRUCT STORMWATER DRAINAGE LINE
FULL DEPTH AC PAVEMENT TO MATCH
EXISTING PAVEMENT PROFILE
TO M 5.95
ATCH
EXIST
ING K
ERB L CONSTRUCT 2m WIDE CONCRETE FOOTPATH.
INE
JOINS RIGHT TAKE & REMOVE FROM SITE REDUNDANT
FOOTPATH
3.00
No32
GRATED DRAINS TO HYDRAULIC
3m WIDE VEHICLE CROSSOVER IN
ENGINEER'S DETAILS
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
CONSTRUCT NEW KERB & CHANNEL 2.00
TO NEW KERB & CHANNEL. REFER HYDRAULIC 1.50 BY THE SUPERINTENDENT
TYPE B1 TO EXISTING GULLT PIT. ENGINEER'S DRAWINGS FOR DETAILS
REFER IPWEA Std Dwg RS-080
SAWCUT EXISTING PAVEMENT & CONSTRUCT
FULL DEPTH AC PAVEMENT TO MATCH MATCH NEATLY TO EXISTING KERB
EXISTING PAVEMENT PROFILE
E
ANAD
ESPL
No28 No32
GIAN
JOINS LEFT
PERE
PLAN
SCALE A1 - 1 : 100
A3 - 1 : 200
MATCH NEATLY TO EXISTING GULLY PIT.
RECONSTUCT PIT LINTEL TO SUIT KERB -
PROFILE
APPROVED PLAN
OPW22/0124
NOOSA COUNCIL
24 AUGUST 2022
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 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.
SCALE A1 - 1 : 100 Client: Robert & Alex Murray 2. Scale is correct at A3.
A3 - 1 : 200 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
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Page 2
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
Page 3
5.950, 9.760
7.450, 9.685
3.496, 9.577
1.496, 9.527
8.950, 9.435
-0.450, 9.380
0.000, 9.340
11.136, 8.889
2.30
SAWCUT EX. PAVEMENT
2.25
BASEMENT FFL8.630
2.00
PATH
12.590, 8.718
1.50
CROSSING
-4.249%
VC LENGTH -8.889%
RADIUS
GRADE 12.500% 2.500% 7.475% -5.000%-16.667% -25.000% -11.733%-5.867%
DATUM RL 2.0
9.340
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.46.805, 10.000
50.337, 10.201
38.958, 9.710
29.346, 9.480
25.635, 9.380
23.346, 9.263
18.143, 9.175
1.909, 9.000
48.305, 10.085
46.805, 10.007
45.305, 9.944
VC LENGTH VC 3
RADIUS R 150
GRADE 0.786% 1.079% 1.689% 5.110% 2.695% 2.388% 3.702% 5.700% 4.472%
DATUM RL 2.0
8.985
9.207
9.263
9.710
9.748
10.426
DESIGN
LEVELS
10.490
8.985
9.208
9.263
9.778
9.795
EXISTING SURFACE
LEVELS
0.000
20.000
23.346
38.957
40.000
55.372
CHAINAGE
HC DATA R -10.45
KR01
HOR. 1 : 100
VERT. 1 : 100
-
APPROVED PLAN
ALIGNMENT
OPW22/0124
LONGITUDINAL SECTIONS NOOSA COUNCIL
SCALE A1 - 1 : 100
A3 - 1 : 200 24 AUGUST 2022
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.
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