Original source · versioned page text
Civil Plans 17623_202202022_C000-C400 Rev E.pdf
LEGEND PP
TCOM
SAIL STREET
LIVE SEWER WORKS SCHEDULE WM
EX RL 1.530
DIA MH/MS COVER DEPTH
No. DESCRIPTION MH No. LOT No. FSL ESL IL
SEWER TYPE TYPE TO IL
NEW BOUNDARY EXISTING BOUNDARY
UNITYWATER TO CONNECT NEW SEWER EX-S2
NEW TOP OF EARTHWORKS EXISTING CONTOUR WM 1
TO EXISTING VACUUM COLLECTION PIT
150
UW 2665121
Ø1100 VCP B - - 1.19 ? ?
TPIT
NEW INTERFACE NEW STORMWATER EX
WM
S2 EX RL 1.500
NEW RETAINING WALL S NEW SEWERAGE CAUTION! LIVE WATER WORKS SCHEDULE
LAKE WEYBA DR
NEW CONCRETE DRIVEWAY W NEW WATER EXISTING U/G WATER CROSSING
DIA
FH IN THIS AREA TO REMAIN No. DESCRIPTION
WATER
LOT No. SL IL DEPTH
NEW BITUMEN ROAD ALL SETOUT, SECTIONS AND ADDITIONAL DETAILS DO NOT DISTURB
ROAD
ARE FOUND ON ROADWORKS DETAILS DRAWING 1 UNITYWATER TO REPLACE EXISTING DN25 TAKE-OFF WITH NEW DN32 CONNECTION 32 - - -
S
NEW GRAVEL FIRE TRAIL RESERVE
EXISTING TREES ARE NOT SHOWN FOR DRAWING
NEW EARTHWORKS NEW 150Ø GRAVITY SEWER TO CONNECT
CUT FILL CLARITY. ARBORIST TO CONFIRM EXISTING TREES
TO EXISTING VACUUM COLLECTION PIT
TO BE REMOVED AND TO REMAIN PRIOR TO ANY WATER SUPPLY
UIL 0.35
S
CLEARING. TAKE-OFF POINT.
1 DIL 0.26 (TBC)
REFER DETAIL. FH
WM S2
PP
WM
NEW SEWER HOUSE CONNECTION BRANCH
0.5%
W
NEW RODDING END
AT SEWER END
W
PR RL 1.500
OFFSET NEW WATER SUPPLY PIPES
300mm FROM THE DRIVEWAY EDGE
1:4
TO PROVIDE CLEARANCE FROM THE
PROPOSED ELECTRICAL SERVICES
0.5%
1:4 LOT 2 1:3
FIRE TRAIL
TCOM
NEW FIRE TRAIL EASEMENT NEW RODDING END
REFER PLAN OF DEVELOPMENT AT SEWER END
LOT 1 1:4
1
NEW SEWER HOUSE CONNECTION BRANCH S1
BUILDING PAD
S
LB PP
1:2
W LB
0.80
EXIST U/G 35Ø TELSTRA
EXIST U/G 100Ø WATER
110Ø EXIST U/G VACUUM SEWER
S
BUILDING PAD NEW 150Ø GRAVITY SEWER AT 1:60 GRADE
EXIST O/H POWER
1:4 0.61
EXISTING BUILDING FOOTPRINT UIL -0.13
DIL -0.59
1:4
S
PR RL 1.048
S
1:4 1:4
ROTATE 45° ELBOW FROM EXISTING TAKOFF AND
LOT 3 PROVIDE NEW VACUUM SEWER BRANCH CONNECTION
SEWER NOTES WATER SUPPLY NOTES TO NEW COLLECTION CHAMBER
P
S
350dia RC
IL 0.165
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT WATER SUPPLY CODE OF AUSTRALIA (WSA) 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT WATER SUPPLY CODE OF AUSTRALIA (WSA) EXISTING LOT 3 SEWER CONNECTION &
AND AMENDMENTS WITHIN THE SEQ WATER SUPPLY & SEWERAGE DESIGN AND CONSTRUCTION CODE (SEQ CODE) AND AND AMENDMENTS WITHIN THE SEQ WATER SUPPLY & SEWERAGE DESIGN AND CONSTRUCTION CODE (SEQ CODE) AND SIGN
0.5%
S
THE REQUIREMENTS OF UNITYWATER. COLLECTION CHAMBER TO BE REMOVED
THE REQUIREMENTS OF UNITYWATER.
S
2. ALL WORK ON EXISTING SEWERS SHALL BE UNDERTAKEN BY UNITYWATER AT THE DEVELOPER'S EXPENSE. 2. ALL WORK ON EXISTING WATER MAINS SHALL BE UNDERTAKEN BY UNITYWATER AT THE DEVELOPER'S EXPENSE. NEW COLLECTION
3. ALL PRODUCTS AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ WATER SERVICE PROVIDERS' NEW SEWER HOUSE CONNECTION BRANCH CHAMBER
3. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE UNDERTAKEN BY UNITYWATER AT THE DEVELOPER'S
S
ACCEPTED CIVIL IPAM LIST. EXPENSE, AFTER NEW MAINS HAVE BEEN DISINFECTED, FLUSHED, TESTED AND INSPECTED. REFER SEQ-VAC-1206-1
S
APPROX DEPTH 2.2m
1:4
4. ALL SEWER PIPES SHALL BE UPVC CLASS SN8, 150mm DIAMETER RUBBER RING JOINTED UNLESS NOTED OTHERWISE.
0.766
3. ALL PRODUCTS AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ WATER SERVICE PROVIDERS'
USE EXISTING
ACCEPTED CIVIL IPAM LIST. S
RL
5. ALL SEWERS SHALL BE LAID IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1200 SERIES. TAKEOFF
0.46
FROM EX
110Ø
4. ALL MAINS SHALL BE SERIES 2 (DI COMPATIBLE) PN16 RRJ PVC-O UNLESS NOTED OTHERWISE. 2 VACCUM SEWER
6. ALL SEWERS TO BE CENTRALLY LOCATED WITHIN EASEMENT UNLESS NOTED OTHERWISE.
S1
5. ALL FITTINGS TO BE DUCTILE IRON POLYTHENE WRAPPED UNLESS NOTED OTHERWISE.
7. ALL SEWER MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING
S
W
SEQ-SEW-1300 SERIES. 6. PRESSURE TESTING TO BE UNDERTAKEN IN ACCORDANCE WITH WSA PART 3 SECTION 19.4 AND SEQ CODE
8. A HOUSE CONNECTION JUNCTION SHALL BE CONSTRUCTED TO SERVE EACH LOT. HOUSE CONNECTION BRANCHES
AMENDMENTS. NEW SEWER HOUSE CONNECTION BRANCH
SHALL BE INSTALLED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1104-1 AND LOCATIONS SHALL 7. ALL MAINS SHALL BE LOCATED ON A 1.5m ALIGNMENT FROM THE PROPERTY BOUNDARY U.N.O.
BE MARKED WITH A CONDUIT OR PEG. NEW 150Ø GRAVITY SEWER AT 1:60 GRADE NEW RODDING END
3 AT SEWER END
8. ALL MAINS, THRUST BLOCKS AND BULKHEADS/TRENCHSTOPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ UIL -0.25
9. MANHOLE LIDS SHALL BE FINISHED FLUSH WHEN LOCATED WITHIN ROAD PAVEMENT OR FOOTPATHS AND 75mm ABOVE CODE STANDARD DRAWING SEQ-WAT-1200 SERIES. S1
FINISHED SURFACE LEVEL WHEN LOCATED WITHIN PRIVATE PROPERTY OR OPEN SPACE.
DIL -0.35
9. HYDRANTS AND VALVES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING
10. ALL INTERNAL DROPS SHALL BE CONSTRUCTED USING GLUED UPVC CLASS SN8 PIPEWORK IN ACCORDANCE WITH SEQ SEQ-WAT-1300 SERIES. REPLACE EXISTING WM WITH A NEW COMBINED
CODE STANDARD DRAWING SEQ-SEW-1303-1.
10. SERVICE TAPPING CONNECTIONS, CONDUIT CROSSINGS AND WATER SERVICES SHALL BE CONSTRUCTED IN COMMUNITY TITLE WM COMPATIBLE WITH DN32 PIPE.
11. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON ALL SEWER PIPES AND STRUCTURES. ACCORDANCE WITH SEQ CODE STANDARD DRAWINGS SEW-WAT-1100 SERIES. POSITION METER BOX AS PER SEQ-WAT-1108-3.
1:4
LOT 4 1:3
0.44
12. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
REPLACE EXISTING DN25
13. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN TAKE-OFF WITH NEW DN32
ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION. PROVIDE EACH LOT WITH
WARNING
EXISTING Ø100 WATER MAIN
AN INDIVIDUAL METER
14. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
OVERHEAD POWER
TRENCHES AND STRUCTURES.
W
J:\2017\17623SD2_4_Lot_Subdivision_at_135_Lake_Weyba_Drive\4.CADD\#ACAD\17623_CIVIL.dwg
IN VICINITY OF WORKS
LOOK UP & LIVE L1 ALL NEW WATER
15. ALL SEWER TESTING IS TO BE UNDERTAKEN IN ACCORDANCE WITH UNITYWATER STANDARDS AND SPECIFICATIONS.
L4 SUPPLY PIPES SHALL
16. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED SEWER ASSETS FOR APPROVAL BY BE DN32 PE100 PN16
THE ENGINEER AND / OR LOCAL AUTHORITY. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A DIAL BEFORE L3 BUILDING PAD
W
RP BDY
SATISFACTORY STANDARD BY THE CONTRACTOR. L2
YOU DIG
1:2
17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING SEWER
INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE www.1100.com.au
RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
PRE-EXISTING AND THE RESPONSIBILITY OF OTHER PARTIES. THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
WATER SUPPLY TAKE-OFF DETAIL TCOM
0 2 4 6 8 10m
18. UPON COMPLETION ALL SEWER INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER BLOCKAGES. SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY NOT TO SCALE WM 0.73 1:200 (A1) 1:400 (A3)
0.70
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
AR DR
This drawing is subject to
copyright in accordance with WA GABARRIN & TO 135 LAKE WEYBA DRIVE SEWERAGE AND 1 : 200 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's E 22.02.22 MINOR CHANGE APPLICATION 2.0 DR GABARRIN DR DR 4 LOT SUBDIVISION WATER SUPPLY PLAN Drawing Number
client. This drawing shall only D 28.01.21 MINOR CHANGE APPLICATION DR
be used for this specific project.
C 08.09.21 RE-ISSUED FOR OPW APPROVAL AR
Approved RPEQ No RP DESCRIPTION LOT1 RP36729 17623-C400
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 22.07.21 RE-ISSUED FOR OPW APPROVAL AR MCU APPROVAL - HORIZ DATUM MGA94 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 05.05.21 ISSUED FOR OPW APPROVAL AR [email protected] www.todconsulting.com ROL APPROVAL RAL17/0504 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 22.02.22 OPW APPROVAL RL DATUM (PSM 52593) 0.988 MEASUREMENT BAR - INCREMENTS IN mm 6 of 6 E
[OCR of page images]
-- NEW FIRE TRAIL EASEMENT
\, REFER PLAN OF DEVELOPMENT
SEWER NOTES
1
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT WATER SUPPLY CODE OF AUSTRALIA (WSA)
AND AMENDMENTS WITHIN THE SEQ WATER SUPPLY & SEWERAGE DESIGN AND CONSTRUCTION CODE (SEQ CODE) AND
THE REQUIREMENTS OF UNITYWATER.
ALL WORK ON EXISTING SEWERS SHALL BE UNDERTAKEN BY UNITYWATER AT THE DEVELOPER'S EXPENSE.
ALL PRODUCTS AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ WATER SERVICE PROVIDERS’
ACCEPTED CIVIL IPAM LIST.
ALL SEWER PIPES SHALL BE UPVC CLASS SN8, 150mm DIAMETER RUBBER RING JOINTED UNLESS NOTED OTHERWISE.
ALL SEWERS SHALL BE LAID IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1200 SERIES.
ALL SEWERS TO BE CENTRALLY LOCATED WITHIN EASEMENT UNLESS NOTED OTHERWISE.
ALL SEWER MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING
‘SEQ-SEW.-1300 SERIES,
‘A HOUSE CONNECTION JUNCTION SHALL BE CONSTRUCTED TO SERVE EACH LOT. HOUSE CONNECTION BRANCHES
SHALL BE INSTALLED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1104-1 AND LOCATIONS SHALL
BE MARKED WITH A CONDUIT OR PEG.
NEW SEWER HOUSE CONNECTION BRANCH |
“NEW RODDING END
aa ~
AT SEWER END
WATER SUPPLY NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT WATER SUPPLY CODE OF AUSTRALIA (WSA)
AND AMENDMENTS WITHIN THE SEQ WATER SUPPLY & SEWERAGE DESIGN AND CONSTRUCTION CODE (SEQ CODE) AND
THE REQUIREMENTS OF UNITYWATER.
2. ALL WORK ON EXISTING WATER MAINS SHALL BE UNDERTAKEN BY UNITYWATER AT THE DEVELOPER'S EXPENSE.
3, ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE UNDERTAKEN BY UNITYWATER AT THE DEVELOPER'S
EXPENSE, AFTER NEW MAINS HAVE BEEN DISINFECTED, FLUSHED, TESTED AND INSPECTED.
3, ALLPRODUCTS AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ WATER SERVICE PROVIDERS’
ACCEPTED CIVIL IPAM LIST.
4, ALLMAINS SHALL BE SERIES 2 (DI COMPATIBLE) PN16 RRJ PVC-O UNLESS NOTED OTHERWISE.
5, ALL FITTINGS TO BE DUCTILE IRON POLYTHENE WRAPPED UNLESS NOTED OTHERWISE,
6. PRESSURE TESTING TO BE UNDERTAKEN IN ACCORDANCE WITH WSA PART 3 SECTION 19.4 AND SEQ CODE
AMENDMENTS.
7. ALLMAINS SHALL BE LOCATED ON A 1.5m ALIGNMENT FROM THE PROPERTY BOUNDARY U.N.O.
BUILDING PAD
OFFSET NEW WATER SUPPLY PIPES
300mm FROM THE DRIVEWAY EDGE
TO PROVIDE CLEARANCE FROM THE
PROPOSED ELECTRICAL SERVICES
NEW RODDING END |
— AT SEWER END
o Ser
NEW SEWER HOUSE CONNECTION BRANCH
NEW 1500 GRAVITY SEWER AT 1:60 GRADE
UIL -0.13
|
DIL -0.59
| i t
ROTATE 45° ELBOW FROM EXISTING TAKOFF AND.
PROVIDE NEW VACUUM SEWER BRANCH CONNECTION
TO NEW COLLECTION CHAMBER
EXISTING LOT 3 SEWER CONNECTION &
COLLECTION CHAMBER TO BE REMOVED
~---- NEW SEWER HOUSE CONNECTION BRANCH
NEW SEWER HOUSE CONNECTION BRANCH |
NEW 150@ GRAVITY SEWER AT 1:60 GRADE
116
5s
EXIST U/G 1006 WATER-_
------ EXIST U/G 350 TELSTRA
LEGEND 5 LIVE SEWER WORKS SCHEDULE TT rote xR 15H
r — wr | i
WwW N DESCRIPTION DA | MAN MAMMS | COVER | LoTNo. | FSL | ESL | DEPTH ' '
NEW BOUNDARY EXISTING BOUNDARY a ° SEWER * | Tee _| TPE . Tol hel } :
ke UNITYWATER TO CONNECT NEW SEWER EX-S2 . . rrr TIT H t 1
NEW TOP OF EARTHWORKS = — — — — - EXISTING CONTOUR on vm * [roexistine vacuum couecrion pit | "8° [uwasestay]"0VOP] 8 wie? : lol \
-- ae NEW INTERFACE —— NEW STORMWATER \ =! wm j {
, let | a
NEW RETAINING WALL — s —_ NEW SEWERAGE Bo “| caution! LIVE WATER WORKS SCHEDULE
7 NEW CONCRETE DRIVEWAY — 1 — NEW WATER EXISTING U/G WATER CROSSING OA ow
IN THIS AREA TO REMAIN No DESCRIPTION werte | toTN.) st | | vepra a
7 NEW BITUMEN ROAD ALL SETOUT, SECTIONS AND ADDITIONAL DETAILS DO NOT DISTURB ROAD 3 x \
SS NEW GRAVEL FIRE TRAIL ARE FOUND ON ROADWORKS DETAILS DRAWING 1_| UNITYWATER TO REPLACE EXISTING DN25 TAKE-OFF WITH NEW DN32 CONNECTION: 32 RESERVE| : : : j a ‘
= NEW EARTHWORKS EXISTING TREES ARE NOT SHOWN FOR DRAWING ‘ | NEW 150 GRAVITY SEWER TO CONNECT 3 ff
cor FLL CLARITY. ARBORIST TO CONFIRM EXISTING TREES TO EXISTING VACUUM COLLECTION PIT j
TO BE REMOVED AND TO REMAIN PRIOR TO ANY UIL 0.35 ssc. WATER SUPPLY =
CLEARING DIL 0.26 (TBC) TAKE-OFF POINT. Ww \
REFER DETAIL. x
WM | <
| ‘ a
EXIST O/H POWER
1100 EXIST U/G VACUUM SEWER
ta
NEW COLLECTION
CHAMBER
REFER SEQ-VAC-1206-1
APPROX DEPTH 2.2m ,
USE EXISTING '
TAKEOFF FROM 1108
VACCUM SEWER ,
tooyreiy
NEW RODDING END
8. _ ALLMAINS, THRUST BLOCKS AND BULKHEADS/TRENCHSTOPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ \ UIL -0.25 3 AT SEWER END
9. MANHOLE LIDS SHALL BE FINISHED FLUSH WHEN LOCATED WITHIN ROAD PAVEMENT OR FOOTPATHS AND 75mm ABOVE CODE STANDARD DRAWING SEQ.WAT-1200 SERIES. \ DIL 038 st], | :
FINISHED SURFACE LEVEL WHEN LOCATED WITHIN PRIVATE PROPERTY OR OPEN SPACE Nee tO \ ' \
10. _ALLINTERNAL DROPS SHALL BE CONSTRUCTED USING GLUED UPVC CLASS SN8 PIPEWORK IN ACCORDANCE WITH SE ORE NAT 300 SERIES en NSTRUCTED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING \ j | Po
CODE STANDARD DRAWING SEO-SEW.1303-1 ° SEQ-WAT-1300 SERIES, REPLACE EXISTING WM WITH A NEW COMBINED | | I \
10. SERVICE TAPPING CONNECTIONS, CONDUIT CROSSINGS AND WATER SERVICES SHALL BE CONSTRUCTED IN COMMUNITY TITLE WM COMPATIBLE WITH DNS2 PIPE. | |
‘11. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON ALL SEWER PIPES AND STRUCTURES ACCORDANCE WITH SEQ CODE STANDARD DRAWINGS SEW.WAT. 1100 SERIES. POSITION METER BOX AS PER SEO-WAT-1108.3 \ ea | | \
: Y 1 “4
12, ALLPIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS. REPLACE EXISTING DN2S | { | ply
13, THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN TAKE-OFF WITH NEW DN32 | . | 1 oy
ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION. eu PROVIDE EACH LOT WITH 1S
AN INDIVIDUAL METER 12 | | Poy
"4. THE CONTRACTORS TO TAKE ALL POSSIBLE NEASURES TO ENSURE PROPER COMPACTION TO BACKFLLING OF OVERHEAD POWER Le | |
IN VICINITY OF WORKS ig t- 1 |
15. ALL SEWER TESTING IS TO BE UNDERTAKEN IN ACCORDANCE WITH UNITYWATER STANDARDS AND SPECIFICATIONS, LOOK UP & LIVE S ALL NEW WATER | | |
"8 |suppty Pipes SHALL |
16. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED SEWER ASSETS FOR APPROVAL BY 18 BE DN32 PE100 PN16 i | | \
THE ENGINEER AND / OR LOCAL AUTHORITY. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A ig 4 BUILDING PAD | ‘
SATISFACTORY STANDARD BY THE CONTRACTOR. 7B \ ot ot ot ) |
417. _ ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING SEWER io “N
INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE \ \
RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS ITIS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
PRE-EXISTING AND THE RESPONSIBILITY OF OTHER PARTIES. THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE WATER SUPPLY TAKE-OFF DETAIL \ o 2 4 6 8 10m
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION nr
18. UPON COMPLETION ALL SEWER INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER BLOCKAGES. SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY NOT TO SCALE 1:200 (A1) 1:400 (A3)
oe 10,70
- i
‘COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Title ‘Seale ‘Sheet Size
conyrigitintaccordane with WA GABARRIN & TO AR DR 135 LAKE WEYBA DRIVE SEWERAGE AND 1: 200 A1
the agreement between TOD Designed Verified
Consulting Py Ltd (e) and tos | E | 2202.22 | MINOR CHANGE APPLICATION 20 > _| MURRAY& GABARRIN DR DR 4 LOT SUBDIVISION WATER SUPPLY PLAN Drawing Number
client. This drawing shall only | ~D | 28.01.21 | MINOR CHANGE APPLICATION OR. x . . 17623-C400
be used for this specific project. TCT 9g 09.21 | RE-ISSUED FOR OPW APPROVAL ar_| ASSOCIATES engineers & project managers Approved BrEONe COE ROOMY Nowenaoae -
This drawing shall not be used ‘SURVEYORS & TOWN PLANNERS Noosa: 07 54499600 Sunshine Coast: 07 5329 3190 D. REYNOLD; 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
Tens Srawing shall not be used [8 _| 22.07.21 | REASSUED FOR OPW APPROVAL aR coenait 4 00 anne Coast OT Signoa MCU APPROVAL HORIZ DATUM MGAQ4 256 ° 0 2 0 «0 0 Sheet Revision
"issued For Construction’ in the [A | 05.05.21 | ISSUED FOR OPW APPROVAL aR [email protected] www: todconsuting.com ans ROLAPPROVAL —_RAL17/0504 VERT DATUM = AHD lal! 6 of6 E
revision description. Rev | Date | Revision Description Drawn ‘ABN 30 128 806 396 22.02.22 | OPW APPROVAL RL DATUM (PSM 52593) 0.998 MEASUREMENT BAR - INCREMENTS IN mm
F
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