Original source · versioned page text
Approved Plans OPW22-0229
NOOSA COUNCIL
APPROVED PLAN
OPW22/0229 3 NOV 2022
30
34
32
36
39.22 39.23 94°20'40"
32.776
.3 9
2 9 9.4
3
2
1
6
TERRACE
.8
.4
31
29
WM
184°20'40"
16.093
75 ²
1
.3
506m
31
H
355°18'
3
16.297
.9
28
SEAVIEW
SWP
28 289.06
6 90
.
2
40"
5
.2
.8
29
SW
81
RP81810
36
0
.6 2
.5
28 8.8
8
29
S
2
30.217
274°20'40"
34
0
.1
29
32
S
76
RP81810
30
0
.6
28
28 8.49
5
.3
2
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 75 ON RP 81810
Level Datum AHD
Level Origin PM 44264,
a
RL 24.290m
Survey information provided by Max N
Watterson & Associates |
NOOSA COUNCIL
APPROVED PLAN
OPW22/0229 3 NOV 2022
KEY CONSTRUCTION NOTES
EX. SWPT EXISTING STORMWATER PIT GENERAL:
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLER
KERB EXISTING KERBING
P.P EXISTING POWER POLE
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED 10 THE
ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH THE
ATTACHED CRITICAL DEPTH LINE DIAGRAM.
FOOTPATHS AND DRIVEWAYS:
1, EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY
FINISHED TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB
DEPTH.
O 7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH
EVERY 2ND MESH WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
- 9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE
5 e “ ~~ EDGE OF CURVE
438: / . 10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED
\ \ PRIOR TO WORK COMMENCING
\ e | L S
| oO r ° oY / | | | MINOR RESHAPING TO EX. GROUND
\ we LEVELS IN ROAD RESERVE FOR NEW
\ POOL. ( ) DRIVEWAY. ENSURE MIN. COVER TO
\ a O w.M — SERVICES ARE MAINTAINED AND
\ i rn 9 oy St < RE-TURF. MAX. PERMANENT CUT
\ / QS 3 BATTERS 1:3 V:H TYPICAL.
| oS wa ad
| ! 0 st
\ i x © ~~ DRIVEWAY CROSSOVER GENERALLY IN
\ J 31.100 - ACCORDANCE WITH IPWEA STD DRG RS-049 &
\ J R-050 AND COUNCIL REQUIREMENTS. LEVELS Z
\ 1] LU AS NOTED, REFER DRG OW4.2 FOR DETAILS. \
\ {| ol Li C N
\ x CO
\ f 31.170 nS
\ 6 2 ns FY S\ EXISTING STORMWATER PIT AND
\ 50 m 2 ZA el. MANHOLE TO BE DECOMMISSIONED,
\— S x cS IN ACCORDANCE. WITH AN )
NiO UPPER FLOOR (AN # — OPERATIONAL WORKS PERMIT Z
ain \ W427 Fh. 5 | fa & REFER DRG 31250-SW1.2 FOR ;
| 9 —-——______| S 2 8
2S FFL 36.500 = 3 P SON DETAILS.
i 3 os \ | | lé A
S| e Ss \ oe RAM. oy owe =
2\ BASEMENT = p S é |
\ S / <
31 \ FFL 37.175 7 900] \
\ rx 4
RP81810 \ do y C V. —_ J
\ SEEK COUNCIL APPROVAL FOR »
\ NON-COMPLYING DRIVEWAY.
\ | DIMENSIONS AND LEVELS AS NOTED
LEGEND \ ON SECTION. J
\ \
\ . 30.217 oO
NDIGATES DRECTON OF RAMP UP o@ 20'40 CONFIRM EXISTING SERVICES LOCATIONS /
RAMPS DOW AS INDICATED EXISTING UNITYWATER SEWER TO BE & LEVELS BEFORE ANY EARTHWORKS
LOWERED TO MAINTAIN COVER TO ARE CARRIED OUT. REPORT ANY
LY DRIVEWAY IN ACCORDANCE WITH A DISCREPANCIES TO THIS FIRM.
____ (TJ) DENOTES WET TOOLED JOINT T0 / UNITYWATER APPROVAL DESIGN &
DRIVEWAY SLAB, REFER 10 DETAILS ON DETAIL BY 360 CIVIL CIVIL
DRG. OW4.2 76 CONSULTING. RELOCATE EXISTING STORMWATER /
1810 | | PIT CLEAR OF PROPOSED J
INDICATES DIRECTION OF FALL RP8 INCREASE DRIVEWAY THICKNESS TO DRIVEWAY, TO FUTURE DESIGN & \
FAL OPERATIONAL WORKS APPLICATION
oN TO FINISHED SPOON DRAINS. 200mm FOR 2m CENTERED OVER .
SEWER, SL82 MESH T & B. REFER REFER DRG. 31240-SWI.1 FOR
DETAIL ON DRG 31240-OW4.2. DETAILS. )
x [29.740] INDICATES PROPOSED FINISHED <
SURFACE LEVELS / \
(SWP) FIELD INLETS OR JUNCTION BOX PRE-CAST
Xl 8 CONCRETE CAST-INTO PAVEMENT. REFER SWI.1
FOR FURTHER DETAILS.
JS 9 4
GD-xxx * / bo
GRATED DRAIN CAST-INTO PAVEMENT. 4 a /
(OCTET REFER SW.1 FOR FURTHER DETAILS mv / A . /
\ L
Cy DRIVEWAY SLAB/PAVEMENT. REFER TO :
NOTES AND DETAILS ON DRG. 31240
OW4.2 FOR THICKNESS AND REINFORCING.
DRIVEWAY SLAB/PAVEMENT THICKENING SITE PLAN — DRIVEWAY & CROSSOVER PLAN © | ADDED S/W DETALS 19.08.22
OVER SHALLOW SERVICES, REFER DETAIL Scale 1: 100 REV. A 8 _| REVISED BUILDING DESIGN 01.03.22
ON DRG. 31240 OW4.2 A RELOCATE STORMWATER & SEWER 09.12.21
INFRASTRUCTURE
CONTRACTOR TO REPAIR ADJACENT THE CONTRACTOR TO TOPSOIL AND TURF ANY CONTRACTOR TO REPAIR/REINSTATE ANY Revision | Description Date
5 —__ INDICATES OVERHEAD ELECTRICITY CONSTRUCTION SITE KERB, FOOTPATH OR DISTURBED OR DAMAGED AREAS OF THE ROAD DAMAGED AREAS OF EXISTING FOOTPATHS, SUS
SUPPLY LINE ROAD RESERVE IF ANY DAMAGE IS SUSTAINED RESERVE ADJACENT THE CONSTRUCTION SITE KERB & CHANNELS TO COUNCIL STANDARDS ssue:
DURING CONSTRUCTION. GRASSED AREAS ARE FOR APPROVAL
INDICATES ENSTING SEWER LINE TO Be RE Top soup ND RF MAXIMUM CROSS-FALL OF 1 in 40 ON ALL NEW KERB & CHANNEL TO BE IN ACCORDANCE
— In
—__ w—__ INDICATES WATER MAIN APPROX FOOTPATHS AND INTERNAL PEDESTRIAN WITH IPWEA STANDARD Drg. SEQ-RS-080 & 00 or Sere TRON Te oR °
NOCATION PRIOR TG Wore EXACT PRIOR TO WORKS, UNDERTAKE DILAPIDATIO PATHS AND RAMPS COUNCIL STANDARD DETAILS cravings ore copyright and are not to be used or reproduced without
’ the written permission of SCG Consulting Engineers.
REPORTS OF ALL NEIGHBOURING , “
— sw/ex INDICATES STORMWATER DRAIN EXISTING DWELLINGS /STRUCTURES a Unit 1/11 Project Ave,
AS NOTED CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO SOG Noosa Heads
COMMENCING WORKS ON SITE. ALL SERVICES ARE _ Ph (07) 5455 5604
ap INDICATES TELSTRA LINE APPROX TO BE PROTECTED IN ACCORDANCE WITH THE g ena sinsperee con
ALIGNMENT, BUILDER TO CONFIRM EXACT AUTHORITY RESPONSIBLE FOR THE SERVICE 2 Nes Kvomsnns aneers-com
LOCATION PRIOR TO WORKS 8
Title:
www.dialbeforeyoudig.com.au L
Project
lot DIAL1100 59 SEAVIEW TCE,
ay . SUNSHINE BEACH
BEFORE YOU DIG Date: Drawn Design
Sept 2021 TH TH
0 1 2 3 4 5 Checked: Drg No. Rev
nununs——L_—7___m1:100 @ Als! ppeg 5835
1:200 @ AS : S Richardson 31 240-OW4.1 C
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Page 2
NOOSA COUNCIL
APPROVED PLAN
OPW22/0229 3 NOV 2022
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 3
NOOSA COUNCIL
APPROVED PLAN
OPW22/0229 3 NOV 2022
30
0
.3
31
34
32
36
39.22 39.23
.3 9
29 9.4
3
2
.3
2
5
1
6
TERRACE
33
.2
.8
.4
36
31
29
1
1
.5
.1
31
97
33
.
32
3
.4
31
1
.3
31
3
.9
28
SEAVIEW
86 .906
289.0
35.30
2
5
.2
.
29
28
7
.9
28
35.31
36
9
.5
5
.3
35
32
50
.6 2
28 8.8
.
8
29
2
12
90
.
.
31
30
34
.10
29
32
. 48
29
30
0
.6
28
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 75 ON RP 81810
Level Datum AHD
Level Origin PM 44264,
RL 24.290m
Survey information provided by Max
Watterson & Associates |
a
2A
NOOSA COUNCIL
APPROVED PLAN
OPW22/0229 3 NOV 2022
EXISTING OVERLAND FLOW 10
MANAGED VIA INTERNAL
DRAINAGE, PROVIDE EMERGENCY
OVERLAND FLOW PATHS AROUND
TO THE KERB & CHANNEL ON
SEAVIEW TCE. TYPICAL
THE FINISHED BUILDING DIRECTED
LEGEND
INDICATES DIRECTION OF RAMP UP OR
FAP DOWN AS INDICATED
ral, INDICATES DIRECTION OF FALL
== TO FINISHED SPOON DRAINS.
450Sq STORMWATER JUNCTION BOX,
PRE-CAST CONCRETE. AND SEALED LID
& GP1
GD-150
(OTT)
SL 12.50
IL 12.00
GRATE WHERE IN DRIVEWAY
150(W) GRATED DRAIN WITH HEAVY
DUTY GRATE.
INDICATES PROPOSED FINISHED
SW PITS.
— ———_ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
——— w————_ INDICATES WATER MAIN APPROX
SURFACE/INVERT LEVELS OF NOMINATED
FALL LANDSCAPED AREAS
——_— TO PROMOTE FLOWS TO
INTERNAL DRAINAGE PIT AS
INDICATED.
DOWNPIPES (DP) SHOWN DIAGRAMATIC
TO DEMONSTRATE STORMWATER
MANAGEMENT. NUMBER AND LOCATION
TO BE DETERMINED BY HYDRAULICS
CONSULTANT & ARCHITECT.
NS \
EXISTING OVERLAND FLOW
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLER
KERB EXISTING KERBING
P.P EXISTING POWER POLE
EXISTING STORMWATER PIT
AND MANHOLE TO BE
DECOMMISSIONED, IN
ACCORDANCE WITH AN
DETAILS.
+
— T
acl
Oo |
sw—— J] POOL. oS $s |
=—_--sw 1506 uPVC 2 | 3 ¥
CP? | y? NN | 16 1506 uPVC sw ni |
| “ RSW — sw He RLSW R-SW R-SW R-SWy N
O XE Hi |
\ | J ¥ " \ |
| i y “
r No &
| Ly o gy
: \
Sy
UPPER FLOOR & | %
\ FFL 36.500 8 REFER Drg 31240-OW4.1 S |
\ 8 FOR DRIVE WAY DETAILS. FALL. 5
\ = ‘4%
\ 5 | %
BASEMENT Z|
FFL 31.175 4 DP
“l¢e———— R-SW
9 | =. CPt
Q 3
CO p i eo SL 30.90 |
\ x. —_ — Te Ne IL 30.45 |
R=
300Sq GRATED FIELD INLETS, POLY. HEAVY DUTY
Sw
— R-SW
DP o
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
INDICATES ROOF STORMWATER DRAINS
REFER HYDRAULIC CONSULTANT FOR
DETAILS
INDICATES DOWNPIPES FROM ROOF. REFER
HYDRAULIC CONSULTANT FOR DETAILS
i
ee
www.dialbeforeyoudig.com.au
SAS DIAL 1100
yy BEFORE YOU DIG
1506 uPVC
SITE PLAN — STORMWATER MANAGEMENT PLAN
Scale 1; 100
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE
FINISHED SITE DRAINAGE IN
ACCORDANCE WITH HYDRAULICS
CONSULTANTS DOCUMENTATION.
ALL PIPES TO BE LAID AT 1 IN 100 MIN.
UNLESS NOTED
GD-150
s\ CONNECT S/W PIPE TO
7 NEW MANHOLE TO
-+F COUNCIL STANDARDS
ae RELOCATE EXISTING
2 STORMWATER PIT CLEAR OF
H PROPOSED DRIVEWAY, TO
FUTURE DESIGN &
OPERATIONAL WORKS
APPLICATION.
OPERATIONAL WORKS PERMIT.
REFER DRR. 31240—-SW1.2 FOR
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENGINEER
IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL
NEW WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH
LINE DIAGRAM.
HYDRAULICS
1, HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER 10
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3500.
3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
HAVING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
APPROVALS.
4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING OF
WORK.
5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
THE MINE REGULATION ACT.
6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
WITH AS. 4058.
8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:
8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.
8.2. uPVC 100 OR GREATER = CLASS ‘SN8’.
8.3. 'STORMPRO’ PIPES = CLASS 'SN8’.
9. ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:
9.1. RCP 6008 OR LESS = RUBBER RING JOINT.
9.2, RCP 6006 OR GREATER = FLUSH JOINT.
10.ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS 10
CLASS ’SH’ U.N.O.
11. INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
WITH AS1657 AND AS DESCRIBED BELOW:
11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.
11.2. MANHOLES 0.85m-3.0m DEEP = STEP IRONS.
11.3. MANHOLES >3.0m DEEP = FIXED ACCESS LADDER.
12. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE
OF 1 IN 60.
13. WATER SUPPLY PIPEWORK BELOW GROUND |S 10 BE:
13.1. 63mm DIAM. OR LESS - HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE
4. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO BE
YPE B COPPER.
15. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
16. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
CCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
EHICULAR OR PEDESTRIAN PAVEMENTS ARE 10 BE FITTED WITH EITHER
BRASS OR CAST-IRON COVERS.
17. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
ONCRETE PATH BOXES.
. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
‘APPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
9. THE TERM ‘SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
[AMETER UNLESS NOTED OTHERWISE.
K |& C
BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
DISCREPANCIES TO THIS FIRM.
APPROVED COMPACTED
BEDDING SAND.
DRAINAGE PIPE SIZES ——
AS NOTED.
N.G.L.
——_]
300mm MIN THK COMPACTED
c STORMWATER DETAILS ADDED
19.08.22
B REVISED BUILDING DESIGN
01.03.22
A RELOCATE STORMWATER INFRASTRUCTURE
09.12.21
GRANULAR MATERIAL UNDER SLAB.
TRAFFICABLE AREAS
@— MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
NON-TRAFFICALBE AREAS
COMPACT IN 150mm LAYERS D>400mm
/_—\SW PIPE TRENCH/PIPE BEDDING & BACKFILLING
(<7 UNDER N.G.L. TYPICAL SECTION
fnanu-——1_?—)_?m1:100 © At
1:200 @ AS
10.06.16
Rex
Revision Description Date
Iss
"FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
C) ste
DEBUILD T/A
Title:
STORMWATER MANAGEMENT
PLAN
Project
99 SEAVIEW TCE,
SUNSHINE BEACH
Date: Drawn
Sept 2021
TH Design TH
Drg No. Re
31240-SwW1.1| C
Checked:
RPEQ 5835
S Richardson
Page 4
NOOSA COUNCIL
APPROVED PLAN
OPW22/0229 3 NOV 2022
1
.5
31
7
.9
32
3
.4
31
TERRACE
1
.3
31
93
.
28
28 28 .06
6 90
SEAVIEW
29
.
5
.2
.8
29
7
.9
28
0
.6 2
.5
28 8.8
8
29
2
2
0
.1
.9
31
30
0
.1
29
8
.4
29
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 75 ON RP 81810
Level Datum AHD
NOOSA COUNCIL
APPROVED PLAN
OPW22/0229 3 NOV 2022
Level Origin PM 44264,
RL 24.290m
a
2A
Survey information provided by Max
Watterson & Associates |
LEGEND
FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT. REFER SW1.1
FOR FURTHER DETAILS.
GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS
SEALED LID IN ACCORDANCE WITH
COUNCIL STD DRG. DS-020
(NON-ROADWAY) & COUNCIL STANDARDS.
O 1050 # STORMWATER MANHOLE, WITH
SL 12.50 INDICATES PROPOSED FINISHED
IL 12.00 SURFACE/INVERT LEVELS OF NOMINATED
SW PITS.
——— E ——_. INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
—— w————_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
| ——__ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
sw
www.dialbeforeyoudig.com.au
SAS DIAL 1100
“ed BEFORE YOU DIG
GD-xxx
EX. SWPT_/L
REFER Drg 31240—OW4.1 FOR
DRIVEWAY CROSSOVER
DETAILS.
PART OF EX. 3000
RCP 10 BE
DECOMISSIONED &
i
(SWP)
REMOVED
(ASSET ID 1033147)
CONCRETE PLUG
DECOMISSIONED
EXISTING PIPE END
D
-
><
WF
=
a
eZ,
CONNECT S/W PIPE 10
NEW MANHOLE TO
COUNCIL STANDARDS
NEW 1050 @ STORMWATER MANHOLE,
WITH SEALED LID IN ACCORDANCE
WITH COUNCIL STD DRG. DS-020
(NON-ROADWAY) é& COUNCIL
= STANDARDS.
SL 29.200
LL: 28.250
(ALL LEVELS TO BE CONFIRMED
ONSITE).
EX. SWMH
K & C
DECOMISSION & REMOVE
OO
V
SITE PLAN — EXTERNAL STORMWATER MANAGEMENT PLAN
Scale 1: 50
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE
EXISTING PIPES
EX. STORMWATER SIDE
ENTRY PIT TO BE
DECOMISSIONED &
REMOVED FOR NEW
DRIVEWAY CROSSOVER
(ASSET ID 1002676)
EX. 3006 RCP
TO BE
DECOMISSIONED &
REMOVED
(ASSET ID 1032049)
EX. MANHOLE TO BE
DECOMISSIONED
3
(ASSET ID 1018389) ee
+
SEAVIEW TERRACE
BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
DISCREPANCIES TO THIS FIRM.
& DS-063.
S.L: 28.850
IL: 28.300
NEW STORMWATER ON GRADE KERB
INLET PIT IN ACCORDANCE WITH
COUNCIL STD DRG. DS—061, DS-062
(ALL LEVELS TO BE CONFIRMED
ONSITE).
EX. 3006 RCP
US I.L: UNKNOWN
DS I.L: UNKNOWN
(ASSET ID 1033147)
APPROVED COMPACTED
N.G.L.
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW.
EX. SMH
EX. SCP
E.0.B.
K&C
REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENGINEER
DRAINAGE PIPE SIZES ——
AS NOTED.
BEDDING SAND.
——_]
FIRE HYDRANT
TELSTRA PIT
ELECTRICAL PILLER
EXISTING KERBING
EXISTING POWER POLE
300mm MIN THK COMPACTED
GRANULAR MATERIAL UNDER SLAB.
TRAFFICABLE AREAS
@— MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
NON-TRAFFICALBE AREAS
COMPACT IN 150mm LAYERS D>400mm
/_—\SW PIPE TRENCH/PIPE BEDDING & BACKFILLING
(<7 UNDER N.G.L. TYPICAL SECTION
IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL
NEW WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH
LINE DIAGRAM.
HYDRAULICS
1, HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER 10
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3500.
3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
HAVING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
APPROVALS.
4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING OF
WORK.
5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
THE MINE REGULATION ACT.
6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
WITH AS. 4058.
8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:
8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.
8.2. uPVC 100 OR GREATER = CLASS ‘SN8’.
8.3. 'STORMPRO’ PIPES = CLASS 'SN8’.
9. ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:
9.1. RCP 6008 OR LESS = RUBBER RING JOINT.
9.2, RCP 6006 OR GREATER = FLUSH JOINT.
10.ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS 10
CLASS ’SH’ U.N.O.
11. INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
WITH AS1657 AND AS DESCRIBED BELOW:
11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.
11.2. MANHOLES 0.85m-3.0m DEEP = STEP IRONS.
11.3. MANHOLES >3.0m DEEP = FIXED ACCESS LADDER.
12. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE
OF 1 IN 60.
13. WATER SUPPLY PIPEWORK BELOW GROUND IS 10 BE:
13.1. 63mm DIAM. OR LESS - HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE
14. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO BE
TYPE B COPPER.
15. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
16. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2441,
CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH EITHER
BRASS OR CAST-IRON COVERS.
17. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
CONCRETE PATH BOXES.
18. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
19. THE TERM 'SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
DIAMETER UNLESS NOTED OTHERWISE.
Revision Description Date
“FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
p Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
DEBUILD T/A
Title:
EXTERNAL STORMWATER
PLAN
Project
99 SEAVIEW TCE,
SUNSHINE BEACH
Date: Drawn Design
Aug 2022 TW
TH
Checked: Drg No. Rev
Sharer |) | OI 240 —-SWI.2 -
10.06.16
Rex