11.04 11.10 11.12 TELSTRA CONDUIT 100Ø GAS PIPELINE 100Ø CONDUIT DRIVEWAY E E RD e-mail [email protected]phone (03) 8660 3000 fax (03) 8660 3030 Level 6, 440 Elizabeth Street Melbourne 3000 Reeds Consulting Pty Ltd ABN 17 251 075 871 ACN 079 642 818 Davis Langdon Certification Services Certified AS/NZS 9001 Certified Davis Langdon Certification Services AS/NZS 14001 Certified Davis Langdon Certification Services AS/NZS 4801 CONSTRUCTION PLAN CONDITIONS FOR WORKING NEAR GAS TRANSMISSION PIPELINES NO EXCAVATIONS WITHIN 3 METERS OF THIS ASSET ARE PERMITTED WITHOUT THE PRIOR APPROVAL OF PIPELINES SECURITY - JEMENA EAST BEWARE UNDERGROUND FIBRE OPTIC TELECOMMUNICATIONS CABLES IN AREA 10 5 0 20 Scale 1:500 @ A1 WARNING BEWARE OF ASBESTOS SOME UNDERGROUND SERVICES MAYBE CONSTRUCTED FROM ASBESTOS CONTAINING MATERIAL. CONTACT THE SUPERINTENDENT FOR INSTRUCTIONS ON HOW TO MANAGE ANY POTENTIAL ASBESTOS HAZARD 10 5 0 20 Scale 1:500 @ A1 WORKS WITHIN TREE PROTECTION ZONE TO BE SUPERVISED BY A CONSULTING COUNCIL ARBORIST & REEDS ENGINEERS. THE REMOVAL OR RETENTION OF EXISTING TREES MUST BE IN ACCORDANCE WITH THE APPROVED FLORA & FAUNA ASSESSMENT NET GAIN ANALYSIS REPORT BY BRETT LANE & ASSOCIATES PTY LTD. AND REPORT BY GALBRAITH & ASSOCIATES.
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11.04
11.10
11.12
TELS
TRA
CO
ND
UIT
100Ø
GAS
PIP
ELIN
E
100Ø CONDUIT
DRIVEWAY
MELBOURNE
RESERVE
SOMERFIELD
CHANDLER RD
e-mail [email protected] (03) 8660 3000 fax (03) 8660 3030Level 6, 440 Elizabeth Street Melbourne 3000Reeds Consulting Pty Ltd ABN 17 251 075 871
ACN 079 642 818
Davis Langdon Certification Services
CertifiedAS/NZS 9001
Certified
Davis Langdon Certification Services
AS/NZS 14001
Certified
Davis Langdon Certification Services
AS/NZS 4801
CONSTRUCTION PLAN
CONDITIONS FOR WORKING NEARGAS TRANSMISSION PIPELINESNO EXCAVATIONS WITHIN 3 METERS
OF THIS ASSET ARE PERMITTEDWITHOUT THE PRIOR APPROVAL OF
PIPELINES SECURITY - JEMENA EAST
BEWARE
UNDERGROUND FIBRE OPTIC
TELECOMMUNICATIONS
CABLES IN AREA
1050 20
Scale 1:500 @ A1
WARNINGBEWARE OF ASBESTOS
SOME UNDERGROUND SERVICES MAYBECONSTRUCTED FROM ASBESTOS CONTAINING
MATERIAL. CONTACT THE SUPERINTENDENT FORINSTRUCTIONS ON HOW TO MANAGE ANY POTENTIAL
ASBESTOS HAZARD
1050 20
Scale 1:500 @ A1
WORKS WITHIN TREE PROTECTION ZONETO BE SUPERVISED BY A CONSULTINGCOUNCIL ARBORIST & REEDS ENGINEERS.THE REMOVAL OR RETENTION OFEXISTING TREES MUST BE INACCORDANCE WITH THE APPROVEDFLORA & FAUNA ASSESSMENT NETGAIN ANALYSIS REPORT BY BRETTLANE & ASSOCIATES PTY LTD. ANDREPORT BY GALBRAITH & ASSOCIATES.
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C7.0
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C6.0
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C5.1
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C5.0
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C0.7
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C6.0
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C5.0
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C5.0
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C5.0
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C5.2
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C11.0
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C5.7
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H6.1
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C5.3
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C8.0
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C6.0
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C5.3
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C5.0
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C6.0
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C6.0
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C5.5
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C5.0
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C5.5
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C5.0
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C6.0
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H6.0
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H6.0
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H4.2
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H6.5
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MATCH NEATLY TO EX. ROAD PAVEMENT
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ECUALYTPUS TREES
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MATCH NEATLY TO EX. ROAD PAVEMENT
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CONSTRUCY DRIVEWAY TO SD300 AND MATCH NEATLY TO EXISTING
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CONSTRUCY DRIVEWAY TO SD 300 AND MATCH NEATLY TO EXISTING
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MAINTAIN EXIST. OPEN DRAIN, ADJUST AS REQUIRED TO OUTLET.
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MAINTAIN EXIST. OPEN DRAIN, ADJUST AS REQUIRED TO OUTLET.
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SD403
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SD403
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SD403
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SD403
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SD403
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SD403
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SD403
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SD403
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SD405
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SD404
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SD403
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ADJUST EXISTING FO PIT AND COVER TO DESIGN LEVEL
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A
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A
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A
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A
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A
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A
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A
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A
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ADJUST EXISTING TELECOM PITS AND COVERS TO DESIGN FINISHED SURFACE LEVEL
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EXISTING UNDERGROUND FIBRE OPTIC TO BE PROTECTED
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BATTER TO EX. TOP OF DRAIN.
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BATTER TO EX. TOP OF DRAIN.
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PSM
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PSM
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675%%C
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300%%C
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375%%C
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450%%C
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450%%C
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450%%C
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525%%C
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450%%C
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300%%C
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600%%C
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600%%C
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600%%C
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17
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20
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21
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22
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29
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32
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33
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34
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35
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36
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47
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TIMBER SLEEPER RETAINING WALL REFER DET. SHEET 4
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C2
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EXTEND KERB TO EXISTING TO LIP PROFILE C1-C2
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EXISTING UNDERGROUND TELECOM TO BE MAINTAINED
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EXISTING 150 ACWATER MAIN TO BE PROTECTED AND MAINTAINED
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EXISTING POWER POLE AND STAY TO BE RELOCATED BY OTHERS
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EXISTING ABANDONED SEWER RISING MAIN
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EXISTING LIGHT POLE TO BE RELOCATED BY OTHERS
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C8.6
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C5.0
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C5.0
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H4.2
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H6.2
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H5.7
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C12.5
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Ex51
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PROVIDE 300 HOUSE DRAIN
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PROVIDE 300 HOUSE DRAIN
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EX.300 GAS TRANSMISSIONMAIN TO BE PROTECTED & MAINTAINED
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(2x)1200x750%%C
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U2
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U3
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62
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63
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EX.1050 PIPE
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EX.1050 PIPE TO BE PARTLY REMOVED AS PART OF STAGE 41 WORKS.
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EX.900x450 & 900x600 BC
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RESERVE MELBOURNE WATER DRAINAGE RESERVE (EXISTING DRAIN PIPE & FUTURE MW OPEN DRAIN CHANNEL)FUTURE MW OPEN DRAIN CHANNEL)
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CH160.000
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CH169.029
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225 SEWER
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CONSTRUCT HEADWALL AS PER DETAIL.
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300%%C
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675%%C
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5
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7A
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ROAD
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BEND
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CONSTRUCT FOOTPATH. MATCH EX. SURFACE.
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4.6x4.2m ELEC. SUBSTATION, WITH 1.3x2.4m RC SLAB
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FOOTPATH BY LANDSCAPERS.
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11.92
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11.69
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F12.30
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F12.30
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16
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600%%C
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675%%C
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8
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7
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CH169.059
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CH168.986
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TEMPORARY SANDBAG HEADWALL, ROCK BEACHING (REFER SHEET 10) &600 REFER SHEET 10) &600 &600 DRAIN. CONNECT TO TEMPORARY OPEN DRAIN
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MATCH NEATLY TO EX. ROAD PAVEMENT
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ROAD
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CHANDLER
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MELBOURNE WATER LAND (RETARDING BASIN)
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DEPRESSED KERB - REFER REFER DETAIL SHEET 4
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NEATLY MATCH AND CONNECT TO EX. KERB
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SD403
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C1
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C2
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REFER KERB SET OUT (LIP LINE C) LEFT
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EXTEND KERB TO EXISTING TO LIP PROFILE C1-C2
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7A
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AUTHORISED
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BY
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DRAWING No.
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REFERENCE
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SHEET
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VERSION
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VERSION
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REMARKS
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MELWAY
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DATUM
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THIS DRAWING IS NOT TO BE COPIED OR SCALED
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OF
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CHECKED
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BY
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DESIGNED
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BY
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DRAWN
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BY
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H:\20860\STAGE 40\CAD\DWG SET\ROAD AND DRAINAGE\20860_40R2_8_11.DWG
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CITY OF GREATER DANDENONG
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SOMERFIELD ESTATE
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STAGE 40
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20860E/40
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11
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H.M.
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J.SIGABALAVU
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F.MENDOLIA
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S.RAVIDA
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89, F11
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AHD
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LAYOUT PLAN
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40R2
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L
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2
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GAS & WATER CONDUIT
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EASEMENT LINE
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D & S.E.
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GWR
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G
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GAS MAIN
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ExG
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EX GAS MAIN, VALVE
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EX DRAIN & PIT
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ExS
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W
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ExW
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S
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EX SEWER AND MAINTENANCE HOLE
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EX WATER MAIN, VALVE & HYDRANT
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WATER MAIN
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SEWER AND MAINTENANCE HOLE
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HOUSE DRAIN
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DRAIN, PROPERTY INLET & PIT
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STREET SIGN
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PSM
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FINISHED SURFACE AFTER CUTTING OR FILLING
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OR OPEN DRAIN
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PROPOSED PAVEMENT OR FOOTPATH SURFACE
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EXISTING OR PROPOSED INVERT LEVEL OF PIPE
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TOP OF PROPOSED BATTER
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EX TELSTRA SERVICES & PITS
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ExT
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Fb
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EX ELECTRICITY OVERHEAD
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ELECTRICAL SERVICE & PIT
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EX ELECTRICAL U.G. SERVICES
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ELECTRICAL U.G. SERVICES
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E
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ExE
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P
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IL
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TELSTRA SERVICES & PITS
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T
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LEGEND
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F
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TANGENT POINT
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TP
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CHAINAGE
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CH
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TOP OF BATTER
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TOE OF BATTER
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DRAINAGE PIT No.
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E
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EX ELECTRICAL ASSETS
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LIGHT
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POLE
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FENCE
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PIT
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F.H.
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EX RECYCLED WATER
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RECYCLED WATER
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ExRW
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RW
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OVERHEAD ELECTRICAL LINE (TO BE RETAINED) WORK PRACTICES TO BE IN ACCORDANCE WITH "RULES FOR OPERATING NEAR OVERHEAD POWER LINES" ISSUED BY OFFICE OF THE CHIEF ELECTRICAL INSPECTOR
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THIS PLAN SHOWS APPROXIMATE EXTENTS OF FILL TO BE UNDERTAKEN DURING CONSTRUCTION OF THE WORKS BASED ON THE EXISTING SITE SURFACE LEVELS AND THE PROPOSED FINISHED DESIGN SURFACE LEVELS SHOWN. THE EXTENT OF FILL SHOWN IS BASED ON DESIGN AND MAY BE SUBJECT TO CHANGE DURING CONSTRUCTION. THE DEPTH OF TOP DRESSING FILL ON ALLOTMENTS MAY VARY BY UP TO 0.15m.
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STENCILED CONCRETE ENTRY THRESHOLD REFER SHEET 1
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LEGEND
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LOT FALL
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FILL EARTHWORKS - FILL AREA WITHIN LOTS GREATER THAN 200mm DEPTH
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4
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PARKING BAY PAVEMENT AS PER SD 801
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FOOTPATH CONSTRUCTION WITHIN TREE PROTECTION ZONE. REFER DETAIL SHEET 5.
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NOTE ALL OFFSETS FROM NEAREST
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-PROPERTY DRAIN AT 6.0m OFFSET
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TITLE BOUNDARY
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TITLE BOUNDARY
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EXAMPLE
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H6.0
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X0.5
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X0.5
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H6.0
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-EDGE OF VEHICLE CROSSING AT 0.5m OFFSET
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C8.0
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C8.0
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-CONDUITS AT 8.0m OFFSET
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GWR
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LOT SERVICES OFFSET LEGEND
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N
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LAYOUT PLAN
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FOOTPATH CONSTRUCTION DETAIL WITHIN TREE PROTECTION ZONE
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MAXIMUM 50mm TOPSOIL TO BE REMOVED PRIOR TO CONSTRUCTION OF 100mm COMPACTED DEPTH 20mm CLASS 2 CRUSHED ROCK BEDDING
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CLAY BACKFILL WITH TOPSOIL LAYER AS REQUIRED FOR NATURE STRIP/RESERVE
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EXISTING SURFACE
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EXISTING SURFACE
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125mm THICK REINFORCED CONCRETE PATH
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CROSSFALL 1 IN 4 MAX
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EXISTING TREE TO BE RETAINED
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1 IN 4 MAX
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SECTION A-A
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BERM DETAIL
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N.T.S.
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BOUNDARY LINE
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BERM
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1 in 4
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LOT
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CUT-OFF DRAIN AS REQUIRED. REFER TO DETAIL.
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FOR CONTINUATION SEE INSET LEFT
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INSET
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TREE TO BE REMOVED
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PROTECTED TREES TO BE FENCED WITH NOTICES.
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EXISTING TREE TO BE RETAINED.
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FENCED PROTECTED CHURCH ROAD TREES (TPZ BY GALBRAITH &ASSOCIATES)
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SLEEPER WALL CONSTRUCTED ALONG TPZ FENCE (REFER DETAIL)
