Council archive · source document
Attachment E - SCG revised plans · MCU18/0078
Attached to the e-mail MCU18/0078 and OPW18/0117 Response to information Request.msg.
Plans and drawings: the text below has words only, no drawings.
28064-OW5.1 .
Rev.
web:www.scg-engineers.com
email:[email protected]
Design: TH
Noosa Heads
Unit 1/11 Project Ave,
Ph (07) 5455 5604
Date
.
ABN 40 098 481 899
OPERATIONAL WORKS:
Drawn: GM
165 Gympie Terrace
WATER SUPPLY
Drg No.
Noosaville
Description
Date: Apr 2018
.
Checked:
Issue:
Project
Revision
Title:
DEBUILD T/A
.
Rev. - 10.06.16
1.57 Traffic Island Traffic Island
1.49 1.44 1.41 1.39
GYMPIE TER1R
.40
AC
E
1.46 1.42
1.33 1.28 1.24 1.36
1.48 Driveway
1.42 1.38
1.54
Conc Path
1.56
1.60
1.47 1.67
TR_35 TR_37 TR_38 TR_45
TR_36
Concrete
TR_44
6
1.4
TR_43
5
1.5
60 TR_42
1.
Tracks
TR_41 Lowset brick dwelling
TR_40 TR_54
TR_39
2
Lowset Timber Dwelling
1.6
4
1.6
2 Storey
Dwelling
7
8.45
1.8
Fascia Level
TR_53
ll
block retaining wa
FibroShed TR_33
TR_32 TR_52
TR_34
8
1 .7
2.66
Top of wall 0
1.8
TR_31
TR_51
TR_30
7
1.7
2 Storey 8.45 TR_50
TR_28
Dwelling Fascia level TR_20 TR_21 TR_27
TR_25 TR_29
TR_22
TR_23 TR_26
TR_24
0
TR_19
2
1.7
1
1.5
1.5
1.67 TR_16
TR_18
TR_17 1.6
6
0
1.4
TR_6 TR_12
TR_9
1
TR_4
1.5
1.51 TR_8 TR_14
TR_5 TR_15
2.64
[OCR of page images]
DRAWING SIZE - A2 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
LOT 2 ON RP 87781
Level Datum AHD
Level Origin PSM19568, RL 1.335m
LEGEND
_-—__ INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.
%
Y EXISTING SURFACE SPOT LEVELS.
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_.__®P. BOUNDARY
* EXISTING PROPERTY
BRANCHES & METERS 10 BE
DECOMMISIONED.
Lowset Timber Dwelling Y
UNIT 2
FFL 2.70
RP87781 7
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SITE PLAN — WATER SUPPLY
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INSTALL DOMESTIC 25 Diam BRANCHS CONNECTION
AND METERS FROM WATER MAIN IN ACCORDANCE
WITH UNITYWATER SPECIFICATIONS & DETAILS.
“~~ UNITYWATER APPROVAL TO BE OBTAINED
ALLWORKS BY UNITYWATER AT DEVELOPERS COST.
REFER TO HYDRAULIC CONSULTANTS DRAWINGS
FOR METER REQUIREMENTS.
ia
INTERNAL WATER SUPPLY,
RETICULATION BY HYDRAULICS
, CONSULTANT. TYPICAL.
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DIAGRAM.
SEWER WORKS:
— ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE
HOLES SHALL BE CARRIED OUT BY UNITYWATER OR AN APPROVED
UNITYWATER CONTRACTOR AT THE CONTRACTOR'S COST
— UNLESS SHOWN OTHERWISE ALL GRAVITY SEWERS SHALL BE 150mm
DIAMETER uPVC CLASS SN8 IN 3.0m MAXIMUM LENGTHS. MINIMUM PIPE
GRADES SHALL BE: —
150 ® PIPE - 1 in 150, 225 @ PIPE - 1 in 290,
300 @ PIPE - 1 in 420
— SEWER MAINS AND MANHOLES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH SEQ SEWERAGE CODE STD DWG SERIES SEQ-1200
THROUGH 1500
— WHERE SEWER MAINS CONNECT INTO EXISTING SEWER MAINS, THE
CONTRACTOR MUST VERIFY THE EXISTING LOCATION AND LEVELS OF THE
CONNECTION POINT PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION.
— SEWER PIPE LINE BEDDING SHALL BE COMPACTED SAND COMPACTED
TO A MINIMUM 65% DENSITY INDEX AND SHALL BE PLACED IN
ACCORDANCE WITH SEQ SEWERAGE CODE STD DWG SERIES SEQ-1200
—PROVIDE DROPS IN MAINTENANCE SHAFTS AND MANHOLES AS PER SEQ
SEWERAGE CODE STD DRAWINGS
— HOUSE CONNECTIONS BRANCHES (HCB) SHALL BE 100mm DIAMETER
UPVC AND INSTALLED IN ACCORDANCE WITH SEQ SEWERAGE CODE STD
DRAWINGS
- HCB STUBS TO BE EXTENDED A MINIMUM OF 0.5m INTO THE
PROPERTY IT SERVES. HCB LOCATION CONDUITS (ORANGE) TO BE
EXTENDED TO SURFACE
— MANHOLE OR MAINTENANCE SHAFT COVERS TO BE GAS TIGHT IN
ACCORDANCE WITH UNITYWATER'S REQUIREMENTS & SEQ SEWERAGE CODE
STD DRAWINGS
— MINIMUM COVER TO uPVC SN8 COLLARS SHALL BE:-
ALLOTMENTS AND FOOTPATHS 0.9m
ROAD CROSSINGS 1.2m or 0.6m CLASS 18 uPVC FROM MH TO MH
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 PRIOR 10 THE
COMMENCING OF WORK.
5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH UPVC OR RUBBER
RING JOINTED REINFORCED CONCRETE PIPE LAID AT A MINIMUM GRADE OF 1
IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE
MANUFACTURERS REQUIREMENTS.
6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE OF
1 IN 60.
7. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE ;
63MM DIAM. OR LESS — HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE
8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK 10 BE
TYPE B COPPER.
WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL JOINS
AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
9. 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.
10. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
Scale 1: 200
c INDICATES OVERHEAD ELECTRICITY VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WTH EITHER
SUPPLY LINE BRASS OR CAST-IRON COVERS.
11. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
CONCRETE PATH BOXES.
W INDICATES WATER MAIN APPROX ONLY CONVERT ochre AL crevice” 12. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
ALIGNMENT, BUILDER TO CONFIRM WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING,
EXACT LOCATION PRIOR TO WORKS PRIOR TO COMMENCING WORKS ON SITE. ALL 13, THE TERM ’SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE DIAMETER
SERVICES ARE 10 BE PROTECTED IN KE UNLESS NOTED OTHERWISE.
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE =
INDICATES EXISTING SEWER LINE amet EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL — aH
EX. SMH EXISTING SEWER MANHOLE — Description Pate
INDICATES TELSTRA LINE APPROX EX. SWMH EXISTING STORMWATER MANHOLE ssue:
' E.0.B. EXISTING EDGE OF BITUMEN FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM
K&c EXISTING KERB & CHANNEL
EXACT LOCATION PRIOR TO WORKS NS.L. NATURAL SURFACE LEVEL wy Unit 1/11 Project Ave,
FH. FIRE HYDRANT SCG Noosa Heads
TP TELSTRA PIT cl atnragtrscon
EP. ELECTRICAL POWER POLE ee webs sog-engineers.com
KERB EXISTING KERBING
Title: OPERATIONAL WORKS:
www.dialbeforeyoudig.com.au WATER SUPPLY
bet DIAL1100 Project 165 Gympie Terrace
a Ss Noosaville
“4 BEFORE YOU DIG Date: Apr 2018 Drawn: GM Design: TH
Onn? —* —Sm4-200 @ A2~ ‘| pen sass 28064-OWS5 1 -
| S Richardson . .
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