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Approved Plans - OPW20 0196
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Concrete
Join neatly to footpath. Transition from 1.5m wide footpath
Pit to be raised or JOIN EXISTING FOOTPATH 61°48'10"
to existing width to occur beyond the subject frontage.
lowered to match the
34|782
105
1
20.6
Garden
PP 70
01
Sewer U/G - Shown from
PA
finished levels
SL of the
G 01
PA
G0
2
20.
LINDSAY CONSULTING PTY LTD
SL
S Records
LINDSAY CONSULTING PTY
proposed footpath.54 2
LTD
128
0.7
1
20.5
20.6
88
S
127 CHK
1
9 ED 127
20.6 GE 8
20.7
CH 38 32 19217307 RPEQ 4928
K C
ED 1280 HK 9205
23.5
2233.6 2
22.5
GE2 ED
0.6 GE .6
CSHT 2244 OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
Awning
CH 82
21.5
KN
Concrete
23.0
22.0
K TE
ED MP
GE
THIS DRAWING REMAINS THE PROPERTY OF
21.0
U/G
DP DP
LINDSAY CONSULTING PTY LTD AND IS FOR
W1 W2
Sewer m
EXISTING FOOTPATH TO BE PROPOSED FOOTPATH
THE SOLE USE OF THE CLIENT. NO PART
Trap
Gully
REMOVED AND REPLACED SEE DETAIL
wn fro
MAY BE USED IN PART OR WHOLE WITHOUT
D3
Sho- FFL
23.8 PRIOR EXPRESS WRITTEN CONSENT OF
Records
7
LINDSAY CONSULTING PTY LTD
UP
S SL 2 OP01 G
R ro LeLv und TIMBER
CLIENT AND PROJECT DESCRIPTION
331°48'10"
ENTRY RUMPUS
9
20 000 1500 DALL DESGINER HOMES
23| el Flo
4
ST .477
2.0x2.4 4.2x5.4
17|099
20.5
0.5
NN
T
IK CH 46
87
KN
RKLeBM N PIT LEVEL TO BE CHECKED or DRIVEWAY & FRONTAGE WORKS
20.5
TR
6
123137908 IP
4
8107 PO SECTION A RL
20.4 OR
CH 87628740 QU
A
K LIT
YU
16 GRANT STREET,
ND
(AH rb23|8ail iONSITE.
E RT
RE
D2 SEE DETAIL 24000
ES
n
D5 D6
NOOSA
109
D) 7 REQUIRED
0.0
0
6 DOUBLE
RAISE AND LEVEL AS PL 0
Gar
M2
.00
0
TO FINISH LEVEL GARAGE
WITH PROPOSED FOOTPATH den
Steps
Tele
109 PL- 22.400
87
7 D11
0.0
0 RL
41
PL 0
M2
comBATTER MIN 1 IN 4
1.7
.00
Pit FILL
0
-2
DRAWING TITLE
UP 24000
mu
PL
nica FRONTAGE PLAN
ExisRP9
109
8
0.0
0
PL 0
tion
SL M2
SW
20.5 .00 109
9
6 0
Hou ting 251
0.0
0
PL 0
s
M2
.00
Stormwater U/G
0
8
Channel
Kerb &
hown from CROSSOVER TO COMPLY se SCALES
Balcony
WITH RS-049 & RS050
Steps
PL 635
52
8
.41
.59
0.8
D18
20
.
20
20
-2
41
L-
4000
5000
5000 0 1 2 3 4m
-
-
1.7
PL
ES
PL
-2
SECTION B D12
PL
D13
SEE DETAIL
D1
Orig. 1:100
grant street
Kerb
Edge of
Concrete
DOUBLE ENTRY
Driveway
GARAGE 2.0x2.4 RUMPUS
OP02
4.2x5.4
20.5
PL- 22.400 TIMBER
SURVEY DATUM
FILL BATTER MIN 1 IN 4 D4
.
23.5
22.0
21.0
23.0
21.5
22.5
W6 W5
ASSOCIATED CONSULTANTS
DP DP
EXISTING DRIVEWAY TO BE
REMOVED. KERB TO BE RE-INSTATED Gar
AND FRONTAGE TO BE MADE GOOD
n d e 34|782
JOIN EXISTING FOOTPATH
Pit to be raised or 110 PLM 0
2
110
0.0
0
1
Join neatly to footpath. Transition from 1.5m wide footpath
2.0
241°48'10" Stormwater U/G - Shown from
Records
path
Concrete
0.0 00
0
PL 0
M2
.00
0
-
lowered to match to existing width to occur beyond the subject frontage. APPROVED PLAN
SW
the finished levels
EM OPW20/0196
T
SL NOOSA COUNCIL
B
20.6
19 OCTOBER 2021
1
of the proposed STORMWATER DESIGN COMPLETED BY OTHERS
-
footpath. SEE HYDRAULIC PLANS FOR DETAIL
D
LeRvrLivewa FFL
DRIVEWAY & FRONTAGE WORKS
21.4
21|4el y
-
0
REVISION LIST
A ORIGINAL ISSUE 18/10/21
0
.56
51
PROPOSED PAVEMENT LEVEL
PL
KEY JOINT
SAW JOINT
Protect your
PERSONAL
INTERESTS. All proposed operational works shall be constructed
HEAD
EYES
EARS
in accordance with Council's Operational Works approval
It is the responsibility of the BODY
Foreman to contact the HANDS
NOTE letter and Council's Decision Notice - Development Permit.
relevant service authorities to THE ENGINEER MUST BE NOTIFIED OF
CHANGES PLANS. IF NOT, AS CONSTRUCTED
Computer File
ascertain the exact location of 200869OW.DWG
DRAWINGS WILL NOT BE ISSUED
services prior to construction. FEET
DRAWING NUMBER SHEET REV.
20-0869-F1 1 A
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Full text of sections 2 to 5 (of 11)
Section 2
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
GRADE CHANGE
RPEQ 4928
RP BOUNDARY
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
FOOTPATH
FOOTPATH
THE SOLE USE OF THE CLIENT. NO PART
GARAGE
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
START
KERB
N.G.L LINDSAY CONSULTING PTY LTD
END
CLIENT AND PROJECT DESCRIPTION
70
DALL DESGINER HOMES
2 .3
-2
DRIVEWAY & FRONTAGE WORKS
1
PL
4
1.7
-2
16 GRANT STREET,
PL
NOOSA
52
0 .8
35
98
-2
0.6
0.5
1.4
-2
-2
20
PL
L-
PL
PL
ES 1500 1500 1130 DRAWING TITLE
AT AT AT SITE PLAN
1IN8 1IN40 1IN7.5 4627 AT 1IN5 5058 AT 1IN7
SCALES
DRIVEWAY SECTION "A"
N.T.S
GRADE CHANGE
RP BOUNDARY
FOOTPATH
FOOTPATH
GARAGE
SURVEY DATUM
START
KERB
.
N.G.L
END
0
.37
22
ASSOCIATED CONSULTANTS
-
1
PL
4
1.7
-2
PL
2
.85
35
8
20
.59
0.6
1
0.4
-
20
-2
PL
-2
-
PL
PL
L
ES
1500 1500 1130
-
AT AT AT APPROVED PLAN
1IN8 1IN40 1IN7.5 4627 AT 1IN5 3362 AT 1IN6 OPW20/0196
NOOSA COUNCIL
19 OCTOBER 2021
-
DRIVEWAY SECTION "B"
REVISION LIST
A ORIGINAL ISSUE 18/10/21
Computer File
200869OW.DWG
DRAWING NUMBER SHEET REV.
20-0869-F2 2 A
Section 3
1500 1500
TO BE CONFIRMED ON-SITE
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
RPEQ 4928
Expansion joints:
SECTION B-B
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
Types 1 and 2 at 16.0m centres THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
Types 3 at 6.0m centres THE SOLE USE OF THE CLIENT. NO PART
Type 1. 10 thick, full depth closed cell cross linked MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
polyethylene foam (85-150kg/m ) LINDSAY CONSULTING PTY LTD
Type 2. 10 thick compressed granulated cork board CLIENT AND PROJECT DESCRIPTION
Type 3. Connolly Key Joint with 100mm thick concrete
Installation to manufacturers' instructions B DALL DESGINER HOMES
DRIVEWAY & FRONTAGE WORKS
16 GRANT STREET,
SECTION C - C NOOSA
FOOTPATH NOTES
1. Concrete N25 in accordance with AS 1379 and AS 3600.
2. All concrete to be broom finished.
1500
3. Contraction/expansion joints, 2m MAX spacing. DRAWING TITLE
C C 4. Finished surface tolerance to be maximum +6mm relative SITE PLAN
-0mm
to kerb level and crossfall specified.
5. Thickness to be increased to 125mm at residential vehicular
crossings. Reinforce with F72 MIN fabric, 50mm top and edge
cover. Provide a contraction or expansion joint at both ends SCALES
Contraction joints at 2.0m centres:
B of thickened section.
25 deep x 6 wide recess, saw cut, PLAN 6. Concrete footpaths, adjoining existing driveways are to be
transitioned over a minimum 5.0m length. N.T.S
100 or as specified
or crack inducer 25 deep.
7. A street opening permit must be obtained from Council, seek
refer note 5
approval of location and levels prior to excavation.
F72 Fabric (CENTRAL) 8. All dimensions in millimetres.
SURVEY DATUM
Contraction joint Compacted sub-grade .
Expansion Joint
FOOTPATH DETAIL ASSOCIATED CONSULTANTS
DANLEY KEY JOINT WITH 20 X 40 JOINT SEALANT
R12 DOWELS AT 300CRS
TYPICAL KEY JOINT -
Not to scale APPROVED PLAN
CUT EVERY SECOND WIRE DIRECTLY OPW20/0196
UNDER JOINT AND DEPRESS FABRIC LOCALLY NOOSA COUNCIL
19 OCTOBER 2021
-
SAW CUT - (SC)
Not to Scale
SAW CUTS (USING A SOFT CUT SAW)
SHALL BE INSTALLED WITHING 8HRS REVISION LIST
OF CONCRETE PLACEMENT. WHERE AMBIENT A ORIGINAL ISSUE 18/10/21
TEMP IS GREATER THAN 32 DEGREES
THIS TIME SHALL BE REDUCED TO 4 HOURS
SL72 FABRIC (CENTRAL)
PAVEMENT DESIGN
Not to Scale
125
Computer File
200869OW.DWG
DRAWING NUMBER SHEET REV.
20-0869-F3 3 A
Section 4
16 GRANT STREET NOOSA
HYDRAULIC SERVICES
SITE GENERAL NOTES LEGEND SYMBOLS
1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION AND THE REQUIREMENTS OF STORMWATER PIPE RISES -
APPROVED PLAN
ALL RELEVANT AUSTRALIAN STANDARDS. PIPE CONTINUES
EXISTING SEWER
2. ENSURE INVERT LEVELS AND SUFFICIENT COVER TO ALL SERVICES ARE OBTAINABLE PRIOR TO COMMENCEMENT. EXISTING STORMWATER
3. THESE DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF A PROPOSED PLUMBING AND DRAINAGE INSTALLATION. USE
EXISTING WATER ABBREVIATIONS OPW20/0196
DIMENSIONED ARCHITECTURAL DRAWINGS FOR SET OUT OF PENETRATIONS RELATING TO PLUMBING FIXTURES. IT IS THE
RESPONSIBILITY OF THE INSTALLER TO COORDINATE THE ON-SITE INSTALLATION WITH OTHER SERVICES INSTALLATIONS AND THE
TELSTRA
OVERHEAD POWER
DP
FSL
DOWNPIPE
FINISHED SURFACE LEVEL
NOOSA COUNCIL
19 OCTOBER 2021
LIKE.
IL INVERT LEVEL
4. THE CONTRACTOR SHALL CONFER WITH THE LOCAL AUTHORITY AND PUBLIC UTILITIES TO ASCERTAIN THE LOCATION AND THE -
PVC POLYVINYL CHLORIDE
DEPTH OF ANY AND ALL EXISTING SERVICES WITHIN AND EXTERNAL TO THE PROPERTY WHETHER DOCUMENTED OR OTHERWISE.
RL REDUCED LEVEL
5. 'AS-CONSTRUCTED' DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL RECORD ALL CHANGES TO
SL SURFACE LEVEL
THE ORIGINAL DESIGN AND ALLOW ALL COSTS FOR THE PREPARATION OF 'AS-CONSTRUCTED' DRAWINGS INCLUDING A SUBMETER
TABLE TO THE LOCAL SERVICE PROVIDERS REQUIREMENTS.
SERVICE LABELS SMH SEWER MANHOLE
DENOTES SERVICE NUMERIC SERVICE SW STORMWATER
6. ALL STORMWATER DRAINAGE SHALL BE MINIMUM 100Ø @ 1% FALL UNLESS NOTED OTHERWISE. IDENTIFICATION
## ## SWG STORMWATER GULLY
7. DIMENSIONED ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER SCALED HYDRAULICS DRAWINGS. ## U/G UNDER GROUND
DENOTES SIZE
MATERIALS
STORMWATER: (UP TO 300 DIA.) PVC CLASS SW HEAVY (UNO) Drawing Style:
BOUNDARY
150Ø SCREWED
ACCESS CAP
WATER: In strata
DRAINAGE: Out of strata
PLANTER BOX
This drawing is confidential and is not to be reproduced in any form
as a whole or in part without the express written authority of
600
150Ø 80mm HIGH Plumbing Design & Drafting Pty Ltd.
IMPORTANT !!!! OVERFLOW/SURCHARGE SLOT Note: symbols are drawn in the correct position but are not to scale.
Drawing has been prepared for colour printing.
EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR ND LEVEL
ACCURACY CANNOT BE GUARANTEED. THE CONTRACTOR SHALL VERIFY THE FINISHED GROU
North Point:
LOCATION AND INVERT LEVELS FOR ALL SERVICES WITHIN THE VICINITY OF THE Design: Mark Laverick
PROPOSED EXTENTS OF THE WORKS, BOTH WITHIN THE SITE AND ROAD RESERVE, FSL 20.95 (APPROX.)
Checked: Mark Laverick
AND PROTECT THESE SERVICES PRIOR TO COMMENCING CONSTRUCTION. ANY
DIFFERENCES WITH REGARDS TO THE LOCATION, AND OR, INVERT LEVELS ARE TO BE
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR APPROVAL. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO THE EXISTING
FOOT PATH STORMWATER CHAMBER N Drawn: Danielle Rooth
Plotted by: 'hlaverick'
SERVICES WHETHER SHOWN ON THE ENGINEERING PLANS OR NOT. SUCH REPAIR OR Plot date: 11 Oct, 2021 - 12:27pm
REINSTATEMENT TO BE CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF THE
SERVICE AUTHORITY AT THE CONTRACTORS EXPENSE. Issue Date Amendment Int. App.
150mm INCOMING DRAINAGE
EXISTING 1 20.04.21 PRELIMINARY ISSUE DR ML
Telstra U/G - Shown from Records
STORMWATER
Water U/G - Shown from Records
Section 5
CO
A 05.07.21 ISSUE FOR APPROVAL DR ML
MM
ON
PR
OP
ER
GULLY IL 20.600
LOCALITY PLAN
TY
B 11.10.21 LEVELS ADDED HL ML
CONNECT TO
NOT TO SCALE EXISTING SWG
DRAWING SCHEDULE
Dri BU
ve P1
wa 10
yL 39
ev
el
RL
22
|5
9
U/G TELSTRA U/G WATER
DRAWING No. LEVEL SERVICES
21065-H-01 LEGEND, NOTES, LOCALITY PLAN AND SITE PLAN ALL SERVICES
overhead power - Shown from Records
Telstra U/G - Shown from Records
Water U/G - Shown from Records
STORMWATER PIT WITH OVERFLOW DETAIL
NOT TO SCALE
EXISTING SERVICES SHOWN ON THESE Ad
join
ingL
DRAWINGS ARE BASED ON EXISTING RECORDS.
ot
Gro
u nd
Le
ve
Architect:
l
ACTUAL INSTALLED SERVICES WILL VARY. RL
2 2|8
9
Concrete path
PRIOR TO COMMENCING WORK LG5, 77 Oxford StBulimba Qld 4171
PO Box 316 Bulimba Qld 4171
CONTRACTOR IS TO CONFIRM LOCATION, SIZE eSMH CP
Ph: 1300 293 029
SL 20.710 CONCRETE SPOON DRAIN ON Email: [email protected]
AND DEPTH OF ALL EXISTING DRAINS AND 10
06
20
10
05
20
10
04
IL 18.610 11
05
TOP OF RETAINING WALL
BU
P87
60 QBCC: 150 14 144
20 .39 .36
THAT CONNECTION AT GRADE IS ACHIEVABLE
.56 0 4 25
9 KL 10 61°48'10" 34.782m
ABN: 36 159 311 921
KI0 01 KI0 03 .73
3 2 PA 1
20 G0
300h x 300w x 450
.48 1
KI0 7 11
31
LOCATE, EXCAVATE AND
1
10 0.0
50 PROPERTY BOUNDARY 00
10
FROM ALL NEW WORKS.
44 20 TR
20
.69 EP
01
.77
8
UN
0.4
00
58 GRATED GULLY PIT
CONNECT TO EXISTING EP 0 KN
01 OW
10 N
54
20
.98 61°48'10"
SL 27.000 (APPROX.)
STORMWATER The text continues on section 6.