HDD PROFILE - Department of the Environment
1
CRIB POINT TO PAKENHAM PIPELINE (CPT) HDD PROFILE LEGEND NOTES GEODETIC PARAMETERS
Transcript of HDD PROFILE - Department of the Environment
CR
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CH
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8000
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363 800 E
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364 000 E
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364 200 E
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364 400 E
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364 600 E
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5 776 400 N
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5 776 600 N
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5 776 800 N
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5 777 000 N
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5 776 708.06 N
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364 318.76 E
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BH - 42
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5 776 708.79 N
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364 316.03 E
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PCPT - 25
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5 776 718.17 N
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364 312.28 E
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PRELIMINARY
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HDD EXIT POINT
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5 776 637.85 N
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364 158.06 E
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BH - 41
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5 776 564.12 N
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364 066.50 E
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BH - 40
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5 776 489.47 N
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363 948.93 E
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BH - 39
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5 776 491.45 N
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363 949.21 E
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PCPT - 24
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5 776 503.51 N
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363 942.00 E
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PRELIMINARY
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HDD ENTRY POINT
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KP
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41.6
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KP
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41.8
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KP
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42.1
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KP
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42.2
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KP
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41.7
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KP
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42.0
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KP
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41.9
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KP
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41.5
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KP
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41.3
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KP
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41.4
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DRAWING / DOCUMENT TITLE
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DRG. / DOC. NUMBER
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TITLE
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ATTERIS DRG No.
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CLIENT
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REV
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DATE
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DRAWN
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D.O. CHK
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ORIG. ENG.
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ENG. CHK
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DRAWN BY
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D.O. CHECK
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ORIG. ENG.
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APPROVED BY
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ENG. CHK.
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A1
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REVISION DESCRIPTION
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APPR
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CLIENT DRG No.
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REV
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1
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A
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B
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C
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D
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E
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F
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G
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H
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A
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B
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C
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D
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E
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F
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G
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H
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SCALE
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DATE
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REFERENCE DRAWINGS & DOCUMENTS
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DRAWING REVISIONS
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18-029 CRIB POINT TO PAKENHAM PIPELINE (CPT)
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CONCEPT HDD ALIGNMENT
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TOOMUC CREEK, DEEP CREEK AND DESALINATION PIPELINE
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18-029-DN-0012.001
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18027-DWG-L-0012 Rev 0.1
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B
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1:1333.33 U.N.O.
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24.04.2018
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A
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23.05.18
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ISSUED FOR REVIEW
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DKE
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N/A
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TMS
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N/A
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EPJ
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1. ALL DIMENSIONS ARE IN METRES (m) UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE IN METRES (m) UNLESS NOTED OTHERWISE. 2. ALL DIMENSIONS AND ELEVATIONS ARE INDICATIVE ONLY AND SHOULD BE VERIFIED PRIOR TO DESIGN ALL DIMENSIONS AND ELEVATIONS ARE INDICATIVE ONLY AND SHOULD BE VERIFIED PRIOR TO DESIGN COMPLETION. 3. AERIAL PHOTOGRAPHY OVERLAY SOURCED FROM AVAILABLE PUBLIC INFORMATION AND MUST BE VALIDATED AERIAL PHOTOGRAPHY OVERLAY SOURCED FROM AVAILABLE PUBLIC INFORMATION AND MUST BE VALIDATED PRIOR TO DESIGN COMPLETION. 4. ROUTE CENTRELINE AND EASEMENT FROM APA REV7 SHAPE FILES. APA TRANSMITTAL NUMBER 18027-000099. ROUTE CENTRELINE AND EASEMENT FROM APA REV7 SHAPE FILES. APA TRANSMITTAL NUMBER 18027-000099. 5. PIPELINE PROPERTIES CONSIDERED DN600, 10.31mm OR 12.7mm WT (TBC) WITH WITH ABRASION RESISTANT PIPELINE PROPERTIES CONSIDERED DN600, 10.31mm OR 12.7mm WT (TBC) WITH WITH ABRASION RESISTANT PROTECTIVE COATING TO BE CONFIRMED IN DETAILED DESIGN. 6. ALL PARALLEL AND CROSSED SERVICES TO BE PROVED AT ENTRY AND EXIT POINT TO ENSURE SUFFICIENT ALL PARALLEL AND CROSSED SERVICES TO BE PROVED AT ENTRY AND EXIT POINT TO ENSURE SUFFICIENT CLEARANCES ARE MAINTAINED FOR THE HDD PRIOR TO DESIGN COMPLETION. 7. REFER TO VICTORIAN DESALINATION PROJECT DRAWING No. DG-PBB-HS-3-B-300-3018. COVER UNDER REFER TO VICTORIAN DESALINATION PROJECT DRAWING No. DG-PBB-HS-3-B-300-3018. COVER UNDER DESALINATION PIPELINE TO BE CONFIRMED POST GEOTECHNICAL INVESTIGATION AND GROUND LEVEL SURVEY.
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GRID NORTH
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NATURAL SURFACE (m)
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HDD INVERT (m)
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DEPTH TO HDD INVERT (m)
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VERTICAL DATUM (AHD)
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SCALE HORIZONTAL: 1:1333.33 1:1333.33 VERTICAL: 1:2501:250
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HDD CHAINAGE (m)
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VERTICAL CURVES
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CHAINAGE (km)
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GEODETIC DATUM : GEOCENTRIC DATUM OF AUSTRALIA 1994 (GDA94) GEOCENTRIC DATUM OF AUSTRALIA 1994 (GDA94) (GDA94) ELLIPSOID : GEODETIC REFERENCE SYSTEM 1980 (GRS80) GEODETIC REFERENCE SYSTEM 1980 (GRS80) (GRS80) GRID : MAP GRID OF AUSTRALIA 1994 (MGA94) MAP GRID OF AUSTRALIA 1994 (MGA94) (MGA94) PROJECTION : UNIVERSAL TRANSVERSE MERCATOR (UTM) UNIVERSAL TRANSVERSE MERCATOR (UTM) (UTM) CENTRAL MERIDIAN (CM) : 147 E (ZONE 55) 147 E (ZONE 55) °E (ZONE 55) (ZONE 55) VERTICAL DATUM : AUSTRALIAN HEIGHT DATUM (AHD)AUSTRALIAN HEIGHT DATUM (AHD)(AHD)
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CONSTRUCTION CORRIDOR
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+2
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0
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PROPOSED HDD ALIGNMENT
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CONSTRUCTION CORRIDOR
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EXISTING PIPELINES
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MELBOURNE WATER (DRAINAGE)
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MELBOURNE WATER LINEAR ASSETS
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APA ASSETS
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CONTOURS
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HDD PROFILE
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GROUND PROFILE
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41.600
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0.0
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3.00
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0.00
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3.00
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PROPOSED HDD ALIGNMENT
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-2
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-4
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-6
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-8
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-10
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-12
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-14
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-16
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HDD ENTRY
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HDD EXIT
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-18
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TOOMUC CREEK
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LEVEE BANK GUM SCRUB CREEK LOWER (WEST)
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BALLARTO ROAD
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WENN ROAD
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28.50
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-2.93
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5.93
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3.00
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279.8
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-12.75
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15.75
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3.00
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430.48
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3.00
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0.00
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3.00
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-20
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-22
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WESTERN PORT MAIN
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41.700
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41.800
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41.900
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42.000
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LEVEE BANK TOOMUC CREEK LOWER (WEST)
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LEVEE BANK DEEP CREEK (EAST)
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CONSTRUCTION CORRIDOR
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APA REV7 ALIGNMENT
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LEVEE BANK DEEP CREEK (EAST)
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DEEP CREEK
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BALLARTO ROAD
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WESTERN PORT MAIN
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DEEP CREEK
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TOOMUC CREEK
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19.04
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19.04
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42.100
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42.200
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-24
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-26
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+4
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+6
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+8
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+10
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+12
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37.14
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21.62
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4.50
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6.66
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154.16
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-16.04
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19.04
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3.00
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216.97
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-16.04
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19.04
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3.00
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95.73
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15.19
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134.79
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18.72
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183.28
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18.04
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INDICATIVE PIPELINE CROSSING TYP.
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VICTORIAN DESALINATION PROJECT FIBRE OPTIC CABLE
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VICTORIAN DESALINATION PROJECT PIPELINE
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VICTORIAN DESALINATION PROJECT 220KV POWER CABLE
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41.500
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41.400
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60.61
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10.76
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69.91
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12.13
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77.63
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13.16
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B
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27.07.18
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RE-ISSUED FOR REVIEW
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MHF
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DKE
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TMS
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N/A
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EPJ
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220kV CABLE
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TRANSFER PIPELINE
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FIBRE OPTIC CABLE
