pier b north main - gvha · ogden point pier b mooring dolphin project piers a/b contoured...
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470 950E
471 000E
471 050E
471 100E
471 150E
471 200E
471 250E
471 300E
471 350E
471 400E
471 450E
5 3
62 4
50N
5 3
62 5
00N
5 3
62 5
50N
5 3
62 6
00N
5 3
62 6
50N
5 3
62 7
00N
5 3
62 7
50N
471 400E
471 350E
471 300E
471 250E
471 200E
471 150E
471 100E
471 050E
471 000E
470 950E
470 900E
5 3
62 7
00N
5 3
62 6
50N
5 3
62 6
00N
5 3
62 5
50N
5 3
62 5
00N
5 3
62 4
50N
5 3
62 4
00N
5m
0m
10m
15m
20m
25m
30m
35m
40m
0
m
0
m
5
m
1
0
m
1
5
m
2
0
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2
5
m
3
0
m
3
5
m
4
0
m
4
0
m
3
5
m
3
0
m
2
5
m
2
0
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1
5
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5
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1
0
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3
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0
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0m
469 098E
469 098E
474 218E
474 218E
5 360 902N 5 360 902N
5 365 136N 5 365 136N
472 000E
5 364 000N
472 000E
5 364 000N
10 0 10 20 30 40 50
Scale in metresScale 1:500
1962 Mills Road, Sidney, BC, Canada, V8L 5Y3
Local: 250.656.0931
Toll free: 1.800.814.4212
Fax: 250.656.4604
1 of 100
This document may only be used for the pur-
pose for which it was commissioned and in
accordance with the terms of engagement
for that commission. Unauthorized use of
this document in any form whatsoever is
undertaken entirely at the user's risk.
KEY MAP
TRSI PROJECT No.: 000-2973
REVISIONS
1
trsi2973 Pier B Extension Survey.dwg4 SHEETS2
3
4
5
6
GENERAL NOTES
Equipment
Survey vessel: Doppler
Surface Positioning: POS MV, DGPS
Navigation/Acquisition Software: Hypack 2016
Bathymetry: Reson 7125 Multibeam
Morphology and Stratigraphy: AAE Uniboom
Drawing Parameters
Projection: UTM Datum: NAD83
Zone: 10N Central Meridian (CM): 123°W
Scale Factor at CM: 0.9996
False Easting: 500000 False Northing: 0
Vertical Datum: LLWLT (Chart Datum)
REFERENCE DRAWINGS
7
SURV
PROCD
DFTG
CHKD
INSPD
REV
ACPT
TCB/KK/BM 24NOV2017
TCB/KP 26NOV2017
KK/BM 28NOV2017
KK 28NOV2017
______ ________
______ ________
______ ________
KEY MAP
V i c t o r i a
This
Map
Ogden Point Pier B
Mooring Dolphin Project
PIERS A/B CONTOURED BATHYMETRY
- with spot soundings -
W a r e h o u s e
Main
Terminal
Pacific
Pilotage
Pier A South
Pier A North
Pier B North
Pier B South
O G D E N P O I N T
C R U I S E S H I P
T E R M I N A L
GREATER VICTORIA HARBOUR AUTHORITY
CORPORATE OFFICE
189 DALLAS ROAD
VICTORIA BC CANADA V8V 1A1
Tel: 250-383-8300 FAX: 250-383-8322
E-mail: [email protected]
NOTES
1. ON 24 NOVEMBER 2017, TERRA REMOTE SENSING INC (TRSI) CONDUCTED BATHYMETRIC AND
SUB-BOTTOM PROFILING SURVEY AT THE GVHA PIER B, IN VICTORIA BRITISH COLUMBIA.
2. POSITION, HEADING AND ATTITUDE DATA FOR THE MULTIBEAM SURVEY WERE RECORDED BY
HYPACK 2016A AND APPLANIX POSVIEW SOFTWARE. GPS DATA FOR THE SUB-BOTTOM
SURVEY WERE RECORDED AT ONE SECOND INTERVALS TO TRSI'S PROPRIETARY NAVIGATION
AND DATA LOGGING SOFTWARE RTC.
3. SOUNDINGS WERE COLLECTED USING A RESON 7125-SV2 MULTIBEAM SURVEY ECHO
SOUNDER OPERATING AT 400KHZ. SOUND VELOCITY AT THE TRANSDUCER HEAD WAS
MEASURED IN REAL-TIME WITH AN AML MICRO-X SVP. ALL DATA WERE LOGGED USING
HYPACK/HYSWEEP NAVIGATION DATA LOGGING SOFTWARE.
4. SOUND VELOCITY THROUGH THE WATER COLUMN WAS MEASURED USING AN ODOM DIGIBAR
PRO VELOCIMETER.
5. SOUNDINGS ARE IN METRES. ALL SOUNDINGS WERE REDUCED TO LOWER LOW WATER,
LARGE TIDE (OR CHART DATUM) WHICH IS 7.282 METRES BELOW CANADIAN HYDROGRAPHIC
SERVICE (CHS) BENCHMARK 7120, LOCATED AT THE FOOT OF BROUGHTON STREET. ALL
BATHYMETRIC DATA WERE REDUCED TO CHART DATUM USING PROCESSED GPS DATA.
6. REFERENCE DRAWINGS
CHS CHART 3412 VICTORIA HARBOUR
CHS CHART 3461 JUAN DE FUCA STRAIT, EASTERN PORTION
TRSI 000-1115 OGDEN POINT PIERS A & B SURVEY (2006-07)
TRSI 000-1246 BREAKWATER SURVEY (2007)
STANTEC S1 PIERS B BERTHING IMPROVEMENTS (2010)
0 ISSUED IN FINAL (UPDATE TO TRSI PROJECT 2741) 23 JAN 2018 EXISTING CONDITIONS trsi BM KK client client JB
trsi2741 Ogden Pt.dwg (SURVEY 1 APRIL 2016)3 SHEETS
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