Original source · versioned page text
ADAMS + SPARKES Town Planning Report (30 & 32 The Cockleshell)
Attached to the e-mail MCU17/0563, OPW17/0597 & RAL17/0513 - Material Change of Use, Op Works & Recon (access easement) - 30 & 32 The Cockleshell, Noosaville.
Original PDF page 38, section 1. The text section number identifies this passage in the reader.
LEGEND
PROPOSED BUILDINGS
SEWER RETICULATION NOTES
GENERAL NOTES
PROPOSED DRIVEWAY G1 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH
EAST QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND STANDARDS.
EXISTING STORMWATER G2 UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH
EXISTING SEWER MAIN THE RELEVANT AUSTRALIAN STANDARDS.
G3 THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL
EXISTING WATERMAIN
BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE
EXISTING ENERGEX - OVERHEAD WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO
EXISTING TELSTRA CONNECT INTO THE SEQ SERVICE PROVIDER SEWERAGE SYSTEM.
G4 ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE
wat PROPOSED WATER METERS
CARRIED OUT BY UNITYWATER AT THE DEVELOPER'S COST.
EXISTING HCB G5 ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE
"ACCEPTED PRODUCTS AND MATERIALS" LIST.
G6 EACH NEW ALLOTMENT SHALL BE SERVED BY A DN150 PVC PROPERTY
CONNECTION.
G7 PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN
IN THE DRAWING.
G8 PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A
MINIMUM OF 750MM. UNITY WATER REQUIRES MINIMUM EXTENSION OF 500MM
INTO PROPERTY.
G9 WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS
NOT EXCEEDING 300MM (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE
COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION
THE COCKLESHELL
WHEN TESTED IN ACCORDANCE WITH A.S/ 1289 (MODIFIED COMPACTION). TESTING
SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER, IN ALL SUCH CASES
APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY THE SEQ SERVICE
4x DN20 WATER METERS AS PER STD PROVIDER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE
DWGS SEQ-WAT 1108-2 & SEQ-WAT 1108-3 EXISTING 100Ø SEWER HCB TO REQUIRED COMPACTION HAS BEEN ACHIEVED.
BY UNITYWATER AT DEVELOPERS REMAIN. G10 WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE
EXPENSE. EXISTING WATER METERS TO BE SL: 1.90 CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE.
RELOCATED AND EXISITNG ROAD IL: -0.39 G11 THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING
CONDUITS TO BE UTILISED FOR NEW
SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.
WATER METERS.
G12 SEWERS SHALL BE DISUSED/ABANDONED IN ACCORDANCE WITH PROCEDURES
SET OUT IN THE SEQ SEWER CODE.
G13 BENCH MARK AND LEVELS TO AHD.
wat wat wat wat
SEWER MAIN
150Ø AC
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wa
WATER RETICULATION NOTES
VEGETATION PROTECTION
IL -0.21
wat
SL 1.93 A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO CONSTRUCTION,
EXISTING WATER METERS TO BE 150Ø PVC-U OR REPLACE IF DESTROYED.
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RELOCATED IL -0.07 SEWER MAIN B. WHEN WORKING WITHIN 4M OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE
wat wat wat wat
CONSTRUCTED WITH 1.8M BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM
GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND
IL -0.20
REMAIN UNTIL COMPLETION.
C. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE SEVERED
THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT RELEVANT
ARBORIST FOR FURTHER ADVICE.
D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
EXISTING 100Ø SEWER HCB TO SOIL
REMAIN. A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.
SL: 1.93 B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE STORMWATER SYSTEM.
IL: -0.20 THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.
REHABILITATION
A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL BE REINSTATED.
B. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED.
SEWER MAIN
150Ø AC
GENERAL NOTES
G1 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH EAST
QUEENSLAND WATER SUPPLY CODE SPECIFICATIONS AND STANDARDS
G2 UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE
UP UP RELEVANT AUSTRALIAN STANDARDS.
G3 ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
G4 COVER ON MAINS FROM PERMANENT LEVEL TO BE AS SHOWN IN SEQ-WAT-1200-2
G5 CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD DRAWINGS.
G6 A WATER METER SUPPLIED AT THE DEVELOPERS COST, IS TO BE INSTALLED AT THE SERVICE
POINT OF EACH LOT IN ACCORDANCE WITH THE SEQ CODE.
G7 ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH THE SEQ-SP'S ACCEPTED PRODUCTS
AND MATERIALS LIST OR BE APPROPRIATELY SHOWN, LISTED AND DEFINED IN THE
ENGINEERING SUBMISSION SO THAT THE ALTERNATIVE PRODUCT OR MATERIAL CAN BE
ASSESSED AND IF APPROPRIATE SEQ-SP.
G8 ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS.
G9 TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH STANDARD DRAWING
ALL ENVIRONMENTAL PROTECTION MEASURES SHOULD NO.SEQ-WAT-1410-1
BE IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK, G10 THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON THIS DRAWING MUST BE
INCLUDING CLEARING COMMENCING. SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT COMPLYING WITH
THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.
RP Description G11 ALL WATERMIAINS SHALL HAVE APPROVED DETECTABLE MARKER TAPE LAID ON TOP OF THE
CAUTION - BEDDING.
EXISTING SERVICES THE CONTRACTOR IS TO DETERMINE THE EXACT Lot 11 RP138550 & Lot 0 BUP6971
LOCATION OF ALL EXISTING SERVICES IN THE VICINITY OF THE 30-32 Cockleshell, Noosaville
PROPOSED WORKS PRIOR TO THE START OF ANY CONSTRUCTION.
THE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO Site Area = 1,308m²
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
No Date Amendment FOR APPROVAL CLIENT: JOHNSON COLES, JOHNSON, RANDALL & HUSSAIN
360 CIVIL CONSULTING PTY LTD Design: J.A.G JOB NUMBER
ABN: 13 609 593 339 Drawn: J.A.G PROJECT: PROPOSED DUPLEX DEVELOPMENT
BEATRICE GIBBERD RPEQ 14557 - DIRECTOR AND PRINCIPAL ENGINEER
2017115
23 OOGAR STREET, MAROOCHYDORE. QLD 4558 Date: 15/07/17 AT: 30-32 COCKLESHELL, NOOSAVILLE
BEATRICE GIBBERD RPEQ 14557 DRAWING No:
Mobile: 0403 862 009 Email: [email protected] Checked: B.G. DATE: 15/07/2017 LOT 11 ON RP138550 & 0 BUP6971
THIS PLAN IS COPY PROTECTED BY 360 CIVIL CONSULTING PTY. LTD. 08 of 10
Datum: A.H.D. Size: A3 TITLE: SEWER AND WATER CONNECTION PLAN
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