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Attachment 1 - Civil Drawings - OPW20-0092 · OPW20/0092
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
LIVE WATER WORKS EXTERNAL LEGEND
WATER RETICULATION NOTES:
WATER PROPERTY BOUNDARY
NO. DESCRIPTION LOCATION
DIA
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT EXISTING BITUMEN EDGE
SOUTH EAST QUEENSLAND WATER SUPPLY CODE SPECIFICATIONS ////
1)a UNITYWATER TO SHUT DOWN LIVE WATER MAIN. 100 EXISTING KERB
SW
AND STANDARDS.
EXISTING STORMWATER LINES
S
SW SW
T
2)a CONTRACTOR TO ABANDON EXISTING 100 AC WATER MAIN.
W
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL
COMPLY WITH THE RELEVANT SEQ CODE STANDARDS. /\/ /\/ EXISTING OVERHEAD POWER LINES/POLE FH
2)b CONTRACTOR TO REPLACE EXISTING SECTION OF AC WATER MAIN WITH PVC-O
IN ACCORDANCE WITH DETAILS ON PROJECT DRAWINGS. T T EXISTING TELSTRA
SW
3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
W W EXISTING WATER MAIN
S
4. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS SHOWN IN
T
2)c CONTRACTOR TO CONSTRUCT NEW WATER MAIN ON SAME ALIGNMENT AND
W
SEQ-WAT-1200-2. MATCH LEVELS AT TIE IN LOCATIONS. S S EXISTING SEWER MAIN
SW
5. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD KERB AND CHANNEL
2)d CONTRACTOR TO CONSTRUCT NEW WATER MAIN WITHIN 3m OF EXISTING
DRAWINGS. WATERMAIN CONNECTION POINTS SW SW PROPOSED STORMWATER
S
T
W
6. A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE W W PROPOSED WATER MAIN
SW
3)a UNITYWATER TO CONNECT PROPOSED WATER MAIN TO EXISTING WATER MAIN
INSTALLED AT THE SERVICE POINT OF EACH LOT IN ACCORDANCE WITH 1
100 AC
STANDARD DRAWINGS SEQ-WAT-1108-1, 1108-2 AND 1108-3. 3)b UNITYWATER TO COMMISSION AMENDED WATER MAIN SP231606 METERED WATER SERVICE N
S
7. ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH
SW
UNITYWATER'S ACCEPTED PRODUCTS AND MATERIALS LIST.
T
W
N
8. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS WHERE LIVE CONNECTION 2 TO
EXISTING WATER MAIN
POSSIBLE.
SW
S
BY UNITY WATER.
9. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH N
T
W
STANDARD DRAWING NO.SEQ-WAT-1410-1.
CP
SW
10. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON SP261199
S
T
THIS DRAWING MUST BE SUPERVISED BY A CONSTRUCTION
AVO C E T P A R A
SUPERVISOR (UNITYWATER ACREDITED) OR RPEQ CERTIFIED
ENGINEER. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL SW SW
SW
SW SW
SW
WW
SW SW
NOT BE PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.
T
SW SW
S
SW SW WM
11. ALIGNMENT OF WATER MAINS IN ROAD RESERVES TO BE 1.5m SW
SW EXISTING WATER
SW
SW SERVICE AND METER
SW
BOUNDARY OFFSET. SW SW
SW TO BE REMOVED
W W
SW
12. WATER SUPPLY STANDARD DRAWING INDEX REFER SEQ-WAT-INDEX.
T
DE
S
13. DETECTABLE MARKING TAPE IS TO BE LAID ON TOP OF THE PIPE
SW
SW
EMBEDMENT MATERIAL BEFORE TRENCH FILLING OR 1m BELOW
W
FINISHED SURFACE.
DN100 PVC-O
PROPOSED 32 DIA.
T
W
14. THRUST BLOCKS ARE TO BE PROVIDED IN ACCORDANCE WITH WATER SERVICE S
SW
S
SW
AND METER WATER MAIN TO CROSS UNDER 225 DIA.
STANDARD DRAWINGS SEQ-WAT-1205-1, 1206-1, 1207-1 AND 1208-1. STORMWATER PIPE. REFER
W
15. ALL COMPACTION & PRESSURE TESTING AND CLEANSING, STORMWATER CROSSING DETAIL
SW
DISINFECTION & FLUSHING OF WATERMAINS TO BE IN ACCORDANCE
T
PN-16
SW
W
S
WITH UNITY WATER STANDARDS.
W
16. PAVEMENT MARKERS TO BE PROVIDED IN ACCORDANCE WITH
SW
STANDARD DRAWING SEQ-WAT-1300-1 AND 1300-2.
SW
W
S
T
W
SW
T
W W
SW
S
SW
SW
PROPOSED 225Ø RCP
T
FSL EXISTING 100 AC WATER MAIN TO BE
SW
WW
S
ABANDONED AND REPLACED WITH
SW
0.60
0.60
DN100 PVC-O PN-16 WATER MAIN
0.98
SW
T
100Ø PVC-O
WW
SW
S
0.15
100Ø x 45° BEND WITH 100Ø x 45° BEND WITH
SW
THRUST BLOCK (10.7kN) THRUST BLOCK (10.7kN) N
T
SW
N
W
W
N
S
N
SW
N
N
STORMWATER CROSSING DETAIL
SW
T
W
SCALE 1:50
SW
S
LIVE CONNECTION 1 TO
EXISTING WATER MAIN BY
SW
UNITY WATER.
T
SW
W
S
SW
S
W
S
NOTE:
SW
T
EXISTING AC MAIN TO BE REMOVED
100 AC
DN100 PVC-O PN-16 PIPE (SP / SP)
TO NEAREST COLLAR EITHER SIDE
DN100 APPROVED CONNECTOR OF LIVE CONNECTION.
SW
W
S
T
CP
DN100 AC GTP322
SW
EXISTING DN100 PVC-O PN-16
W
S
0 1 2 3m
T
SW
Scale 1:50 @A1
LIVE CONNECTION DETAIL Scale 1:100 @A3
W
S
DIAGRAMMATIC
0 10 20 30m
Scale 1:500 @A1
Scale 1:1000 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. B.D.
copyright in accordance with the SKYLINE SURVEYORS RG STRATEGIC Designed Verified
38 AVOCET PARADE WATER RETICULATION AS SHOWN A1
agreement between Tod SUITE 11C
Consulting pty ltd (tc) and tc's
client. This drawing shall only be BRIGHTWATER CORPORATE M.K.P. B.D. PEREGIAN BEACH LAYOUT PLAN Drawing Number
used for this specific project. CENTRE Approved
B. DOWNES
RPEQ No
14873
RDP: PARISH:
COUNTY:
20538 - C12
Noosa: 07 5449 9600
This drawing shall not be used 69 ATTENUATA DRIVE Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
PSM: 44279 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Signed Date MCU APPROVAL:
A 02.09.20 ISSUED FOR APPROVAL M.K.P. MOUNTAIN CREEK, QLD 4557 PO Box 61, Noosaville, QLD 4566 VERT DATUM: AHD
'issued for construction' in the
revision description. Rev Date Revision Description Drawn PH. 07 5493 4877
[email protected] www.todconsulting.com
ABN 39 128 805 336 02.09.20
ROL APPROVAL: 51901.4274.02
OPW APPROVAL: TBC MEASUREMENT BAR - INCREMENTS IN mm
12 of 12 A
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