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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 13, section 1. The text section number identifies this passage in the reader.
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PROVISION FOR FUTURE EXTENSION. FH
S S S TERMINATE MAIN WITH END OF LINE HYDRANT W
W
AS PER STD DRG SEQ-WAT-1302-1.
CONTINUES BELOW
S
100 x 100 TEE
W
S
SC
SV FH
S
SC
S
S
S
W S
S
S
S W
W
SC
S
S S S S S S S S S S S S S S S
S
W W W W
TERMINATE MAIN WITH END OF LINE HYDRANT
AS PER STD DRG SEQ-WAT-1302-1
S
S
#23
S
20SP316902
1
2
S
10 5 4 3
LEGEND
LEGEND
EXISTING WATER
EXISTING SEWER
EXISTING DRAINAGE
EXISTING TELCO
#27 EXISTING ELECTRICITY (OVERHEAD)
1RP189023
PROPOSED WATER MAIN Ø100 U.N.O.
DIAL BEFORE
FH SV
PROPOSED HYDRANT & VALVE YOU DIG
W PROPOSED WATER METER www.1100.com.au
TAKE OFF NEW MAIN FROM EXISTING FH. SC SC PROPOSED WATER SERVICE CONDUIT IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
REFER NOTES 4, 5 & LIVE WORKS SCHEDULE. S PROPOSED SEWER EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
PROPOSED DRAINAGE
STREET
FH
WATER SUPPLY NOTES
CONTINUES ABOVE
1. REFER DRAWING C001 FOR GENERAL PROJECT NOTES.
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES BEFORE COMMENCING WORK.
3. ALL WORK, MATERIALS AND TESTING 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.
4. ALL WORK ON EXISTING WATER MAINS SHALL BE UNDERTAKEN BY UNITYWATER AT THE DEVELOPER'S EXPENSE.
5. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE UNDERTAKEN BY UNITYWATER AT THE DEVELOPER'S EXPENSE.
C:\Users\DES2\Dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
3. ALL MAINS SHALL BE LOCATED ON A 1.5m ALIGNMENT FROM THE PROPERTY BOUNDARY U.N.O.
WARNING
LIVE WATER WORKS SCHEDULE 4. ALL PRODUCTS AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ WATER SERVICE PROVIDERS' ACCEPTED CIVIL IPAM LIST.
OVERHEAD POWER DEPTH
IN VICINITY OF WORKS NO DESCRIPTION DIA LOT NO SL IL 5. ALL MAINS, THRUST BLOCKS AND BULKHEAD/TRENCHSTOPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ CODE STANDARD
TO IL
LOOK UP & LIVE DRAWINGS SEQ-WAT-1200 SERIES.
PAVILION
CONNECTION TO EXISTING WATER MAIN
1(A) CONTRACTOR TO LAY NEW WATER MAIN UP TO EXISTING FH. 100 ROAD - - - 6. HYDRANTS AND VALVES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ CODE STANDARD DRAWINGS SEQ-WAT-1300 SERIES.
1(B) FOLLOWING SUCCESSFUL "ON MAINTENANCE" INSPECTION OF THE NEW RESERVE
WATER MAIN, UNITYWATER TO MAKE FINAL CONNECTION TO EXISTING FH.
7. SERVICE TAPPING CONNECTIONS, CONDUIT CROSSINGS AND WATER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SEQ
CODE STANDARD DRAWINGS SEW-WAT-1100 SERIES.
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 WATER SUPPLY PLAN 1: 250 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 Drawing Number
client. This drawing shall only
be used for this specific project. e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C500
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 13 of 14 A
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