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Approved Plans OPW22-0229
NOOSA COUNCIL
APPROVED PLAN
OPW22/0229 3 NOV 2022
30
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31
34
32
36
39.22 39.23
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29 9.4
3
2
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2
5
1
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TERRACE
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36
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97
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32
3
.4
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28
SEAVIEW
86 .906
289.0
35.30
2
5
.2
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29
28
7
.9
28
35.31
36
9
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5
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28 8.8
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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
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