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Civil Plans 21556_20220411_Full set
Attached to the e-mail Civil & Electrical Plans - 25 Pavilion Street Pomona.
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
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Log in to see the plans as drawn LEGEND
88 CONTOURS : 1.0m INTERVALS
STREET
EXISTING SEWER
DIAL BEFORE EXISTING WATER
YOU DIG EXISTING DRAINAGE
S
www.1100.com.au EXISTING TELCO
#29 IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
EXISTING ELECTRICITY (OVERHEAD)
6RP809059 THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE PROPOSED SEWER, MH/MS & HCB
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. W PROPOSED WATER
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
S
D PROPOSED DRAINAGE
S S S
85 SEWER NOTES
84
86
87
91
92
90
89
93
94
95
96
88
#27 1. REFER DRAWING C001 FOR GENERAL PROJECT NOTES.
9 1RP189023
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES BEFORE COMMENCING WORK.
7 8 CUT NEW HCB FOR LOT 9 ON THE EXISTING
3. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE JOB SPECIFICATION AND TO THE STANDARDS OF THE CURRENT WATER
6 S1 END
SEWER (UNITYWATER). HCB IL 91.00 TYPE A.
SUPPLY CODE OF AUSTRALIA (WSA) AND AMENDMENTS WITHIN THE SEQ WATER SUPPLY & SEWERAGE DESIGN AND CONSTRUCTION CODE
600 E CAP ROAD CROSSING PROPERTY
CONNECTIONS TO LOTS 7 & 8 AS PER
(SEQ CODE) AND THE REQUIREMENTS OF UNITYWATER.
W W W W W W W
D S1 L7 SEQ CODE STD DRG SEQ-SEW-1104-3 W 4. ALL WORK ON EXISTING SEWERS SHALL BE UNDERTAKEN BY UNITYWATER AT THE DEVELOPER'S EXPENSE.
4 HC REFER LIVE SEWER WORKS SCHEDULE.
100 100
96 9 6
97 97
98 98
99 99
95 95
L8 W
94 94
93 93
HC W 5. ALL PRODUCTS AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ WATER SERVICE PROVIDERS' ACCEPTED CIVIL IPAM LIST.
92 92
W
W W W 6. ALL SEWER PIPES SHALL BE UPVC CLASS SN8, 150mm DIAMETER RUBBER RING JOINTED UNLESS NOTED OTHERWISE.
91 91
90 90
D D 7. ALL SEWERS SHALL BE LAID IN ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1200 SERIES.
89 89
88 88
87
D
W
D D
8. SEWER LINES SHALL BE LAID ON THE FOLLOWING ALIGNMENTS;
XX X X X X X XX X X X X X XX X X X X X XX X X X X X X
S2 EXISTING SEWER LINE UPSTREAM ● WITHIN THE ROAD RESERVE 1.75m
2 OF NEW MH S2-2 TO REMAIN ● WITHIN THE ROAD RESERVE ADJACENT TO A WATER MAIN 2.75m
W W W W W
● WITHIN PRIVATE PROPERTY 1.50m
S1 S1 S2 S2 9. A HOUSE CONNECTION JUNCTION SHALL BE CONSTRUCTED TO SERVE EACH LOT. HOUSE CONNECTION BRANCHES SHALL BE INSTALLED IN
CONSTRUCT NEW MH S2-2 OVER EXISTING SEWER LINE.
2 3 1 HB1 REFER LIVE SEWER WORKS SCHEDULE. ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1104-1 AND LOCATIONS SHALL BE MARKED WITH A CONDUIT OR PEG.
10. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON ALL SEWER PIPES AND STRUCTURES.
#23 11. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN ACCORDANCE WITH CURRENT
1 20SP316902 CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
10 5 4 3 2 12. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF TRENCHES AND STRUCTURES.
13. ALL SEWER TESTING IS TO BE UNDERTAKEN IN ACCORDANCE WITH UNITYWATER STANDARDS AND SPECIFICATIONS.
EXISTING SEWER LINE BETWEEN S2-2 & UW2672407
88 TO BE RESUMED UPON SUCCESSFUL COMPLETION 14. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED SEWER ASSETS FOR APPROVAL BY THE ENGINEER AND / OR
85
86
87
89
OF NEW SEWER DIVERSION (B-S2 TO UW2672473). LOCAL AUTHORITY. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE CONTRACTOR.
REFER LIVE SEWER WORKS SCHEDULE.
15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING SEWER INFRASTRUCTURE
S1 DURING THE CONSTRUCTION OF THESE WORKS. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR,
PAVILION
1 UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER PARTIES.
16. UPON COMPLETION ALL SEWER INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER BLOCKAGES.
S1
HB2 FREE EXISTING SEWER LINE TO #23 TO REMAIN
PROTECTION & FILL OVER DRAINING
SHALLOW SEWER. REFER DETAIL.
LIVE SEWER WORKS SCHEDULE
EXISTING SEWER MH (UW2672407) & THE SEWER
DOWNSTREAM OF THIS POINT TO REMAIN DIA MH DEPTH
NO DESCRIPTION LOT NO FSL ESL IL
S
SEW TYPE TO IL
CONNECTION TO EXISTING SEWER
1(A) CONTRACTOR TO LAY NEW SEWER UP TO EXISTING MH 'UW2672473'.
1(B) UNITYWATER TO MAKE FINAL CONNECTION TO EXISTING MH 'UW2672473'. 150 EXIST 4/RP35077 85.554 85.554 84.170 1.384
S
#19
4RP35077 SEWER DIVERSION
2(A) CONTRACTOR TO BUILD NEW MH 'S2-2' OVER EXISTING SEWER BUT NOT 150 INSITU 21/SP316902 91.879 92.716 90.479 1.400
REMOVE THE CROWN OF THE EXISTING SEWER PIPE.
S
2(B) CONTRACTOR TO CONSTRUCT NEW SEWER DIVERSION.
ALIGNMENT OF NEW SEWER TO EVADE 2(C) UNITYWATER TO REMOVE THE CROWN OF EXISTING SEWER PIPE &
FUTURE RIDING ARENA PROPOSAL. COMPLETE BENCHING AFTER SUCCESSFUL "ON MAINTENANCE"
NO EASEMENT OVER NEW SEWER AS INSPECTION OF THE NEW SEWER DIVERSION.
CONCRETE PROTECTIVE FILL OVER NEW SEWER TO
AGREED BY UNITYWATER.
SLAB OVER NEW SEWER. PROVIDE 0.6m MIN COVER 2(D) UNITYWATER TO SEAL EACH END OF REACH 'S2-2' TO 'UW2672407'.
S
100mm THK, 32MPa,
2(E) CONTRACTOR TO EXHUME THE REDUNDANT SEWER PIPE AND MAKE GOOD.
SL72 MESH CENTRALLY PLACED.
HOUSE CONNECTION BRANCH ON EXISTING SEWER
FILLED SURFACE
3(A) UNITYWATER TO CUT IN A NEW HOUSE CONNECTION BRANCH (HCB) FOR NEW LOT 9 92.400 92.480 91.000 1.400
NEW LOT 9 ON THE EXISTING SEWER LINE.
S
0.15
0.60 MIN
S1
POMONA SHOWGROUNDS FUTURE RIDING ARENA PROPOSAL NATURAL SURFACE
HB1
S NEW SEWER
#26
0.50 0.50
2RP47620
SEWER PROTECTION DETAIL
CONNECT TO EXISTING MH (UW2672473). NOT TO SCALE
REFER LIVE SEWER WORKS SCHEDULE
C:\Users\DES2\Dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L 25 PAVILION ST, POMONA SEWERAGE RETICULATION 1: 500 A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR RESIDENTIAL SUBDIVISION LAYOUT PLAN Drawing Number
client. This drawing shall only
be used for this specific project. e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C400
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 11.04.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0017 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 11.04.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 11 of 14 A
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