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Engineering Drawings
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
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WATER RETICULATION NOTES ENVIRONMENTAL CONDITIONS
BIO BASIN
1. RETICULATION MAINS ARE TO BE LAID AT 1.50m OFF PROPERTY VEGETATION PROTECTION
ALIGNMENT UNLESS OTHERWISE DIRECTED BY SHIRE ENGINEER. A. TREES LOCATED ALONG THE FOOTPATH SHOULD BE, WHERE
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2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT POSSIBLE TRANSPLANTED PRIOR TO CONSTRUCTION, OR
903 SOUTH EAST QUEENSLAND WATER SUPPLY CODE SPECIFICATIONS AND REPLACED IF DESTROYED.
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B99
STANDARDS. B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD
RP893427 T1631
3. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL GIRDLES SHOULD BE CONSTRUCTED WITH 1.8m BATTENS
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COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS. CLOSELY SPACED AND ARRANGED VERTICALLY FROM GROUND
4. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL. LEVEL. GIRDLES MUST BE STRAPPED TO TREES PRIOR TO
5. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS FOLLOWS: - CONSTRUCTION AND REMAIN UNTIL COMPLETION.
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C. WHERE POSSIBLE, TREE ROOTS SHOULD BE TUNNELLED UNDER,
NOMINAL DIAMETER
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RATHER THAN SEVERED. IF ROOTS ARE SEVERED THE DAMAGED
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F. H. R.
LOCATION
≤150 ≥200 AREA SHOULD BE TREATED WITH A SUITABLE FUNGICIDE.
NON-ROADWAYS 600 1000 CONTACT COUNCIL ARBORIST FOR FURTHER ADVICE.
SEALED ROADWAYS 600 1000
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MAJOR ROADWAYS/ SOIL
750 1000 A. TOPSOIL AND SUBSOIL SHOULD BE STOCKPILED SEPARATELY.
WMT WMT 5
EMBANKMENTS
FREEWAYS 1200 1200 B. CARE SHOULD BE TAKEN TO PREVENT SEDIMENT FROM ENTERING
W W100 W W100 W W100 W W100 W W100 W W100 W W100 W W WW THE STORMWATER SYSTEM. THIS MAY INVOLVE PLACING
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6. CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.
DRAWINGS.
7. A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE REHABILITATION
INSTALLED AT THE SERVICE POINT OF EACH LOT IN ACCORDANCE WITH A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS ARE
EXTENT OF UNITYWATER WORKS EXISTING WATER METERS EXTENT OF UNITYWATER WORKS THE STANDARD DRAWING FOR THE SEQ-SP. TO BE REINSTATED.
REFER LIVE CONNECTION 1 TO BE DISCONNECTED REFER LIVE CONNECTION 2 8. ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH THE B. PREDISTURBANCE VEGETATION PATTERNS SHOULD BE
TO EXISTING 100Ø AC WATER MAIN TO EXISTING 100Ø AC WATER MAIN SEQ-SP's ACCEPTED PRODUCTS AND MATERIALS LIST OR BE RESTORED.
UNITYWATER ASSET ID: 2038358 UNITYWATER ASSET ID: 2038358 APPROPRIATELY SHOWN, LISTED AND DEFINED IN THE ENGINEERING
EXISTING FIRE HYDRANT
DOONELLA STREET SUBMISSION SO THAT THE ALTERNATIVE PRODUCT OR MATERIAL CAN NOTE
BE ASSESSED AND IF APPROPRIATE, APPROVED BY THE SEQ-SP. ALL ENVIRONMENT PROTECTION MEASURES SHOULD BE IMPLEMENTED
TO REMAIN 9. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS. PRIOR TO COMMENCING ANY CONSTRUCTION WORK, INCLUDING
10. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH CLEARING.
STANDARD DRAWING NO.SEQ-WAT-1410-1.
FH 11. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON
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THIS DRAWING MUST BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ
REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT ALL WATER CONSTRUCTION WORK SHALL COMPLY WITH THE
WILL NOT BE PERMITTED TO CONNECT TO THE RETICULATION SYSTEM. REQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND
12. INSTALL DETECTABLE MARKER TAPE ON ALL MAINS AND PROPERTY SAFETY ACT 2011. CONTACT THE DIVISION OF WORKPLACE
SERVICES HEALTH AND SAFETY FOR INFORMATION. PHONE: 1300 362 128
LOCALITY PLAN 13. INSTALL PAVEMENT MARKERS TO SEQ-WAT-1300-1 & 1300-2
SCALE 1:200 (A1), 1:400 (A3)
0 4 8 12 16 20 m
SCALE 1:200 (A1), 1:400 (A3) CONNECTION TABLE
STREET DOONELLA STREET
TEWANTIN
PRIMARY METER
100 FIRE SERVICE & 50 DOMESTIC SERVICE
LENGTH 1.0 TYPE OF MAIN DN100 PVC-O
W100
INCLUDING METER. REFER TO UNITYWATER STD
50 DATE DATE
DWGS SEQ-WAT-1108-6 "TYPICAL DOMESTIC / S1 COMMENCED COMPLETED
FIRE SERVICE DETAIL" FOR DETAILS.
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SIGNATURE
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INTERNAL PLUMBING WORKS
ALL ENVIRONMENT PROTECTION MEASURES SHALL BE
LIMIT OF UNITYWATER ASSET 100Ø FIRE SERVICE IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK,
INCLUDING CLEARING, COMMENCING.
PROPERTY BOUNDARY PROPERTY BOUNDARY 50Ø DOMESTIC
100Ø SV CONNECTION
PROPOSED DN100 PVC-O MAIN
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FL/FL/FL
100x100 TEE CONSULTANT: ALTA PROJECTS
FL/FL/FL CONTACT: MR STEPHEN ROBERTS
PROPOSED DN100 PVC-O MAIN UNITYWATER ASSET ID: 2038358 PROPOSED DN100 PVC-O MAIN PHONE: (07) 5475 4125
W W W100 W W100 W W100 W W100 W100
W W100
W W100
W W100
W W100
W W W
EXISTING 100Ø AC WATER MAIN EXISTING 100Ø AC WATER MAIN ALL LIVE WORKS TO BE UNDERTAKEN BY
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TO BE DEMOLISHED TO BE DEMOLISHED GIBAULT JOINT THE CONTRACTOR IN ACCORDANCE WITH A
GIBAULT JOINT VALID NETWORK ACCESS PERMIT UNDER AS CONSTRUCTED DETAILS
THE SUPERVISION OF QUU AND THE RPEQ
THRUST BLOCK
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ENGINEER, AT THE DEVELOPER'S EXPENSE. I CERTIFY THAT THE "AS CONSTRUCTED" DETAILS
E E E E E E E E E E E E E SHOWN ON THIS PLAN ARE A TRUE AND ACCURATE
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E RECORD OF THE WORKS.
SIGNED........................................ DATE.............................
NAME OF SIGNATORY (PRINT)...........................................
SERVICE PROVIDER CONNECTION SERVICE PROVIDER CONNECTION
LIVE CONNECTION 1 LIVE CONNECTION 2 RPEQ No.......................................
APPROVED CONNECTIONS APPROVED CONNECTIONS
COMPANY
NAME....................................................................
DOONELLA STREET CONNECTION DOONELLA STREET CONNECTION
SCALE 1:50 (A1), 1:100 (A3) SCALE 1:50 (A1), 1:100 (A3) 0 1 2 3 4 5 Meters
REFER HYDRAULIC DRAWINGS FOR INTERNAL WATER DETAILS
SCALE 1:50 (A1), 1:100 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
SWT PROJECT: DRAWING TITLE:
ALTA PROJECTS
Drawn: SWT
A.B.N. 611355330 WATER NOTES AND LOCALITY PLAN
FOR APPROVAL Date: DEC 2017 26 Memorial Avenue, Cotton Tree PROPOSED COMMERCIAL DEVELOPMENT
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
C 28/01/2021 ISSUE FOR APPROVAL S.T. S.R. Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 30-32 DOONELLA STREET, TEWANTIN QLD DRAWING No:
A6035/21/W01 C 1 of 1
B 27/01/2021 ISSUE FOR APPROVAL S.T. S.R. STEPHEN ROBERTS
Email: [email protected]
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21/01/2021
18/01/2021
ISSUE FOR APPROVAL
CO-ORDINATION ISSUE
S.T.
S.T.
S.R.
SR
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for DONNELLA STREET PTY LTD
REV DATE DESCRIPTION BY CHKD RPEQ - 7665 A1 SHEET SIZE FILENAME : A6035 - W01 WATER LOCALITY PLAN.dwg - DATE : 28/1/21 - 4:32pm - XREF's: X-Base; X-Survey; H-Approved-SR; H-Checked-SR Council Ref: ...................
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