Original source · versioned page text
21556-C001_C500 & SWCLC - full set
Attached to the e-mail 25 Pavilion St - Response to information Request - OPW22/0104.
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
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 UNITYWATER NETWORK WORKS STANDARD DESIGN DRAWING NOTES
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#27 1. ALL DESIGN OF GRAVITY SEWERAGE NETWORK WORKS SHALL BE IN ACCORDANCE WITH THE GRAVITY SEWERAGE CODE OF AUSTRALIA,
9 1RP189023 SOUTH EAST QUEENSLAND SERVICE PROVIDERS EDITION VERSION 2.0 (JULY 2019), PART 1: PLANNING AND DESIGN AND PART 3: DRAWINGS.
7 8 CUT NEW HCB FOR LOT 9 ON THE EXISTING 2. ALL CONSTRUCTION OF GRAVITY SEWERAGE NETWORK WORKS SHALL BE IN ACCORDANCE WITH THE GRAVITY SEWERAGE CODE OF
6 S1 END
SEWER (UNITYWATER). HCB IL 91.00 TYPE A. AUSTRALIA, SOUTH EAST QUEENSLAND SERVICE PROVIDERS EDITION VERSION 2.0 (JULY 2019), PART 2: CONSTRUCTION AND PART 3:
DRAWINGS.
600 E CAP ROAD CROSSING PROPERTY
CONNECTIONS TO LOTS 7 & 8 AS PER W W W W W W W 3. ALL PRODUCTS AND MATERIALS USED IN CONSTRUCTION OF GRAVITY SEWERAGE NETWORK WORKS SHALL BE IN ACCORDANCE WITH THE
D S1 L7 SEQ CODE STD DRG SEQ-SEW-1104-3 W SOUTH EAST QUEENSLAND CODE ACCEPTED CIVIL INFRASTRUCTURE PRODUCTS AND MATERIAL LIST, AND THE MOST RECENT VERSION OF
4 HC
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THE LIST IN EFFECT AT THE DATE OF THE CONSTRUCTION PRE-START MEETING.
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L8 W
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HC W
4. CONSTRUCTION WORKS SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THIS
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W REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO UNITYWATER'S SEWERAGE NETWORK.
W W W
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5. ALL LIVE WORKS ASSOCIATED WITH THE SEWERAGE NETWORK SHALL BE CARRIED OUT AT THE DEVELOPER'S COST, EITHER:
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D D
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a) BY THE CONSTRUCTOR, FOR ‘MINOR’ SEWERAGE CONNECTION WORKS, DEFINED IN THE A&C MANUAL UNDER SECTION PRE-START
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D
W
D D MEETING, UNDER THE INSPECTION OF THE CONSTRUCTION CERTIFIER WHO SHALL FOLLOW THE PLANNED NETWORK INTERVENTION
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 PROCESS, OR
2 OF NEW MH S2-2 TO REMAIN b) BY QUOTATION REQUEST TO UNITYWATER PRIVATE WORKS, FOR SEWERAGE CONNECTION WORKS NOT MEETING THE CRITERIA FOR
W W W W W
CLASSIFICATION AS ‘MINOR’.
S1 S1 S2 S2 6. THE CONSTRUCTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT ASSET OWNERS AND AUTHORITIES
CONSTRUCT NEW MH S2-2 OVER EXISTING SEWER LINE.
2 3 1 HB1 REFER LIVE SEWER WORKS SCHEDULE. BEFORE COMMENCING WORKS.
7. PRIOR TO COMMENCEMENT OF ANY VARIATION WORKS, THE CONSTRUCTOR MUST FIRST OBTAIN APPROVAL FROM THE REGISTERED MAJOR
CONNECTIONS CERTIFIER.
#23
1 20SP316902
10 5 4 3 2 GENERAL SEWER NOTES
EXISTING SEWER LINE BETWEEN S2-2 & UW2672407
88 TO BE RESUMED UPON SUCCESSFUL COMPLETION 1. REFER DRAWING C001 FOR GENERAL PROJECT NOTES.
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OF NEW SEWER DIVERSION (B-S2 TO UW2672473).
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES BEFORE COMMENCING WORK.
REFER LIVE SEWER WORKS SCHEDULE.
3. ALL SEWER PIPES SHALL BE UPVC CLASS SN8, 150mm DIAMETER RUBBER RING JOINTED UNLESS NOTED OTHERWISE.
S1
PAVILION
1 4. SEWER LINES SHALL BE LAID ON THE FOLLOWING ALIGNMENTS, UNLESS SHOWN OTHERWISE;
● WITHIN THE ROAD RESERVE 1.75m
● WITHIN THE ROAD RESERVE ADJACENT TO A WATER MAIN 2.75m
● WITHIN PRIVATE PROPERTY 1.50m
5. A HOUSE CONNECTION JUNCTION SHALL BE CONSTRUCTED TO SERVE EACH LOT. HOUSE CONNECTION BRANCHES SHALL BE INSTALLED IN
S1 FREE EXISTING SEWER LINE TO #23 TO REMAIN ACCORDANCE WITH SEQ CODE STANDARD DRAWING SEQ-SEW-1104-1 AND LOCATIONS SHALL BE MARKED WITH A CONDUIT OR PEG.
HB2 DRAINING
6. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON ALL SEWER PIPES AND STRUCTURES.
EXISTING SEWER MH (UW2672407) & THE SEWER 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN ACCORDANCE WITH CURRENT
DOWNSTREAM OF THIS POINT TO REMAIN CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
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PROTECTION & FILL 8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF TRENCHES AND STRUCTURES.
OVER SHALLOW SEWER.
REFER DETAIL. 9. ALL SEWER TESTING IS TO BE UNDERTAKEN IN ACCORDANCE WITH UNITYWATER STANDARDS AND SPECIFICATIONS.
10. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED SEWER ASSETS FOR APPROVAL BY THE ENGINEER AND / OR
LOCAL AUTHORITY. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE CONTRACTOR.
S
#19
4RP35077 11. 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 RESPONSIBILITY OF THE CONTRACTOR,
UNLESS IT CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER PARTIES.
ALIGNMENT OF NEW SEWER TO EVADE FUTURE RIDING ARENA PROPOSAL.
NO EASEMENT OVER NEW SEWER AS AGREED BY UNITYWATER.
S
12. UPON COMPLETION ALL SEWER INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER BLOCKAGES.
PROVIDE PROTECTIVE SLAB OVER SEWER WITHIN THE SHOWGROUNDS.
5.5
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FILL OVER NEW SEWER TO PROVIDE 0.45m 150 THK 32MPa UNREINFORCED CONCRETE
MIN COVER. REFER SEWER LONG SECTION. PROTECTIVE SLAB OVER NEW SEWER LIVE SEWER WORKS SCHEDULE
DIA MH DEPTH
NO DESCRIPTION LOT NO FSL ESL IL
SEW TYPE TO IL
FILLED SURFACE
S
CONNECTION TO EXISTING SEWER
0.45 MIN
S1 NATURAL SURFACE 1(A) CONTRACTOR TO LAY NEW SEWER UP TO EXISTING MH 'UW2672473'.
HB1 POMONA SHOWGROUNDS FUTURE RIDING ARENA PROPOSAL
1(B) UNITYWATER TO MAKE FINAL CONNECTION TO EXISTING MH 'UW2672473'. 150 EXIST 4/RP35077 85.554 85.554 84.170 1.384
S NEW SEWER SEWER DIVERSION
0.15
#26 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
1.00 1.00
2RP47620 REMOVE THE CROWN OF THE EXISTING SEWER PIPE.
2(B) CONTRACTOR TO CONSTRUCT NEW SEWER DIVERSION.
2(C) UNITYWATER TO REMOVE THE CROWN OF EXISTING SEWER PIPE &
SEWER PROTECTION DETAIL COMPLETE BENCHING AFTER SUCCESSFUL "ON MAINTENANCE"
NOT TO SCALE INSPECTION OF THE NEW SEWER DIVERSION.
2(D) UNITYWATER TO SEAL EACH END OF REACH 'S2-2' TO 'UW2672407'.
CONNECT TO EXISTING MH (UW2672473). 2(E) CONTRACTOR TO EXHUME THE REDUNDANT SEWER PIPE AND MAKE GOOD.
\\tod-fs02\dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
REFER LIVE SEWER WORKS SCHEDULE
HOUSE CONNECTION BRANCH ON EXISTING SEWER
3(A) UNITYWATER TO CUT IN A NEW HOUSE CONNECTION BRANCH (HCB) FOR NEW LOT 9 92.400 92.480 91.000 1.400
TOD CONSULTING ON 03.05.2022 CERTIFY THAT:
NEW LOT 9 ON THE EXISTING SEWER LINE.
1. THIS PLAN HAS BEEN ASSESSED IN ACCORDANCE WITH THE SEQ CODE;
2. THE CONSTRUCTION OF THE WORKS MUST ONLY BE UNDERTAKEN IN
ACCORDANCE WITH THIS PLAN; AND
3. NO VARIATIONS OR AMENDMENTS ARE PERMITTED EITHER BEFORE OR
DURING CONSTRUCTION WITHOUT THE APPROVAL OF UNITYWATER.
SIGNED
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 E 25.05.22 IR : LOT 5 HCB JF
p 0412 666 516 JF DR RESIDENTIAL SUBDIVISION LAYOUT PLAN Drawing Number
client. This drawing shall only D 03.05.22 UNITYWATER A&C SUBMISSION JF
be used for this specific project.
C 22.04.22 SHOWGROUND SEWER UPDATED JF
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
B 14.04.22 INCREASED SEWER OFFSET TO 5m AR 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 25.05.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 11 of 14 E
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