Interpretive Strategy Southeast False Creek
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Port Mann/Highway 1 Improvement Project—PP Shows Status As of Summer 2010 • Project Construction Started August 2008
• Total project cost $2.5 billion (Canadian) • Financed by tolls – about $3 each direction. • Total project length 37 km (McGill St in Vancouver to 216th in Langley) • The new Port Mann bridge – 10 lanes (existing bridge has 5 lanes). – Replaces the existing 45 year old bridge. – Includes Rapid Bus service from Langley to Burnaby SkyTrain. – Can accommodate installation of light rapid transit underneath the main deck at a future date. Source: “Port Mann Bridge Plans Unveiled Today,” CBC News, February 4, 2009. • Project website – http://www.pmh1project.com/ • Port Mann/Highway 1 Improvement Project—PP shows status as of Summer 2010 • Project construction started August 2008. • Port Mann Bridge to be operational by December 2012. • All of project complete by December 2013. North Approximate Vancouver project limits Coquitlam Vancouver Burnaby Port Mann YVR Richmond Surrey Langley All satellite images in PP from Google Maps Coquitlam side of bridge Surrey side of bridge • Three major parts – Cable-stayed main bridge across Fraser River. • Main span 470 m. • South span 190 m. • North span 190 m. – South approach • 350 m constructed using 327 precast sections with HMA road surface. – North approach • 820 m constructed using 831 precast sections also with an asphalt surface. Source: PMH1 newsletter—Summer 2010 • Designer: T.Y. Lin International • Materials – New bridge deck requires 25,000 tonnes of HMA – 28,000 tonnes of rebar – 13,000 tonnes of structural steel Source: PMH1 newsletter—Summer 2010 78 drilled shafts 2.5 m in 129 driven piles 1.8 m in 30 drilled shafts 2.5 m diameter with average diameter with average in diameter with depth = 53 m. -
Craig Henschel
Escarpment Viaducts Georgia Street Viaduct Dunsmuir Street Viaduct Skytrain Underpass Viaduct Ramps Disregarded & Disrespected: Highways to Nowhere: Horizontal & Vertical Separation: Cement Pond and Astroturf: What's It All About? Without anyone to speak up for it, this Ususally, highways link one city to Downtown sits on an escarpment 13 metres above the What happened to nature? Are we really going Psychological barrier? Yes. underutilized land has been treated horribly. another. These raised highways link False Creek level. The two viaducts extend this vertical surround the remaining edges of False Creek with Physical barrier? Yes. From sub-surface toxins to highways which man-made hills to the escarpment they separation one kilometre each. One way streets and a concrete paths, riprap and plastic grass? Does False Waste of land? Yes. seem uncomfortable being there, North East go up a kilometre away. How wierd is highway morphology further separate NEFC from the Creek need the makings of an open sewer or a Waste of airspace? Yes. False Creek needs a life-saving intervention. that? rest of the city. healthy and supportive ecosystem? Just ugly? Yes. Question: OMG, if they take the viaducts away, how will I get downtown? Answer: Drive, take transit, cycle or walk. But just like everywhere else, the roads will be on the ground. Pavement or Paradise? Untying the Gordian Knot of the Highway that Wasn't One of the great foundational stories of Vancouver was the public rejection of the highway which would have cut through the entire city. Separation Anxiety: But even after this rejection, the Georgia and Dunsmuir Street viaducts were built anyway. -
Views of the North Shore Mountains from Cambie Street Bridge
View Point: Cambie Bridge 1/3 point View Point: Cambie Street at 12th (just north of merge point at the 6th View Cone E1 Ave View Cone 9.2.2 Ave on-ramp) .47m .98m 43 17 .48m .02m .68m .98m .08m .52m 1933.9m (Distance to Nearest Point) 64 78 700m (Distance to Ref Point) 85 106 110 126 895.3m (Distance to Nearest Point) 2042.55m (Distance to Furthest Point) 1006.13m (Distance to Furthest Point) 2553.91m (Distance to Ref Point) Context View Cone Analysis E1 View Cone 9.2.2 From Cambie Bridge to Crown / Grouse From Cambie Street to North Shore Mountains Applicable Viewcones 720 Beatty Street View Point: View platform at foot View Point: Cambie Street b/w 10th and 11th of Alder Crossing north of Lamey's View Cone A Ave View Cone 9.1 Mill Road .9m .63m 12 34 .85m .32m .88m .06m .68m View Point: Cambie Bridge 1/3 point View Point: Cambie Street at 12th .78m 1770.88m (Distance to Ref Point) 2382.98m (Distance to Ref Point) (just north of merge point at the 6th View Cone E1 Ave 102 111 116 107 126 107 View Cone 9.2.2 Ave on-ramp) 1836.92m (Distance to Nearest Point) 1766.03m (Distance to Nearest Point) 1940.81m (Distance to Furthest Point) 1874.86m (Distance to Furthest Point) .47m .98m 43 17 .48m .02m .68m .98m .08m .52m 1933.9m (Distance to Nearest Point) 64 78 700m (Distance to Ref Point) 85 106 110 126 895.3m (Distance to Nearest Point) View Cone A 2042.55m (Distance to Furthest Point) View Cone 9.1 1006.13m (Distance to Furthest Point) From Alder Terrace to2553 Mount.91m (Distance Seymour to Ref Point) From Cambie Street to North Shore Mountains -
10472 Scott Road, Surrey, BC
FOR SALE 10472 Scott Road, Surrey, BC 3.68 ACRE INDUSTRIAL DEVELOPMENT PROPERTY WITH DIRECT ACCESS TO THE SOUTH FRASER PERIMETER ROAD PATULLO BRIDGE KING GEORGE BOULEVARD SOUTH FRASER PERIMETER ROAD (HIGHWAY #17) 10472 SCOTT ROAD TANNERY ROAD SCOTT ROAD 104 AVENUE Location The subject property is located on the corner of Scott Road and 104 Avenue, situated in the South Westminster area of Surrey, British Columbia. This location benefits from direct access to the South Fraser Perimeter Road (Highway #17) which connects to all locations in Metro Vancouver via Highways 1, 91, and 99. The location also provides convenient access south to the U.S. border, which is a 45 minute drive away via the SFPR and either Highway 1 or Highway 91. The property is surrounded by a variety of restaurants and neighbours, such as Williams Machinery, BA Robinson, Frito Lay, Lordco, Texcan and the Home Depot. SCOTT ROAD Opportunity A rare opportunity to acquire a large corner Scott Road frontage property that has been preloaded and has a development permit at third reading for a 69,400 SF warehouse. 104 AVENUE Buntzen Lake Capilano Lake West Vancouver rm A n ia North d n I 99 Vancouver BC RAIL Pitt Lake 1 Harrison Lake Bridge Lions Gate Ir o Port Moody n 99 W o PORT METRO r VANCOUVER Burrard Inlet k e r s M e m o r i a l B C.P.R. English Bay r i d g e 7A Stave Lake Port Coquitlam Vancouver Maple Ridge 7 Key Features CP INTERMODAL Coquitlam 7 1 7 9 Burnaby Pitt 7 Meadows 7 VANCOUVER P o r t M a C.P.R. -
Seismic Safety Retrofit of Second Narrows Bridge Foundations Geotechnical Design Aspects
Missouri University of Science and Technology Scholars' Mine International Conferences on Recent Advances 1995 - Third International Conference on Recent in Geotechnical Earthquake Engineering and Advances in Geotechnical Earthquake Soil Dynamics Engineering & Soil Dynamics 06 Apr 1995, 10:30 am - 12:30 pm Seismic Safety Retrofit of Second Narrows Bridge Foundations Geotechnical Design Aspects U. D. Atukorafa Golder Associates Ltd., Vancouver, British Columbia, Canada D. Wijawlckl'ema Golder Associates Ltd., Vancouver, British Columbia, Canada T. P. Fltzell Golder Associates Ltd., Vancouver, British Columbia, Canada N. R. McCammon Golder Associates Ltd., Vancouver, British Columbia, Canada Follow this and additional works at: https://scholarsmine.mst.edu/icrageesd Part of the Geotechnical Engineering Commons Recommended Citation Atukorafa, U. D.; Wijawlckl'ema, D.; Fltzell, T. P.; and McCammon, N. R., "Seismic Safety Retrofit of Second Narrows Bridge Foundations Geotechnical Design Aspects" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 10. https://scholarsmine.mst.edu/icrageesd/03icrageesd/session03/10 This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License. This Article - Conference proceedings is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. Seismic Safety Retrofit of Second Narrows Bridge Foundations Geotechnical Design Aspects Papar No. 3.19 U.O. -
1035 Seymour Street Vancouver, BC
FOR LEASE 1035 Seymour Street Vancouver, BC Prime Retail Premises SHERMAN SCOTT BLAKE DAVIes COLLIERS INTERNATIONAL 604 662 2663 604 694 7239 200 Granville Street, 19th Floor [email protected] [email protected] Vancouver, BC V6C 2R6 604 681 4111 www.collierscanada.com 1A S t a n l e y P a r k S D t r a n le S y t a Beaver P n a l Lake r e k y D P r a P r i k p C e l a i u n s e e Stanley w R a d Park y Avison W ay 1A 99 ark Dr y P nle r ta n D S S goo ta La nl ey N P ar k Dr Lost Lagoon Devonian Coal Harbour Harbour Park W. Georgia St Alberni St Lagoon Dr Park Ln Haro St Beach Ave Chilco St Harbour Pendrell St Green Park W. Commissioner St Gilford St Comox St Bidwell St Pender St Denman St Pendrell St W. Georgia St Canada Pl Alberni St Canada Place Nicola St Melville St Bidwell St For Lease > 1035 Seymour Street, Vancouver,Cardero St BC English Bay Broughton St 99 Waterfront Beach Ave Beach Jervis St Hastings St E. Commissioner Cordova St Nelson St Barclay St Bute St Burrard Pender St 1A Bidwell St Haro St Dunsmuir St Pendrell St Thurlow St Water St Cardero St Comox St W. Georgia St Powell St Columbia St Nicola St St Abbott LOCATION Burrard St Seymour St Granville St Carrall Robson St Davie St Broughton St Located on Seymour Street between Smithe and Nelson, the subject propertyBurnaby St is just blocks from Vancouver’s Entertainment District, Central Business District City Centre Homer St Howe St Pender St Harwood St and historic Yaletown. -
Outcomes in Suicidal Bridge Jumping in the Lower Mainland-JRB
Outcomes in suicidal bridge jumping in the Lower Mainland by DYLAN STEPHANIAN BASc, The University of British Columbia, 2014 Thesis submitted in partial fulfilment of the requirements for the degree of Master of Science in The Faculty of Graduate and Postdoctoral Studies (Experimental Medicine) The University of British ColumbiA (Vancouver) December, 2019 © Dylan Stephanian, 2019 The following individuals certify that they have read, and recommend to the faculty of Graduate and Postdoctoral Studies for acceptance, the thesis entitled: Outcomes in suicidal bridge jumping in the Lower Mainland Submitted by Dylan Stephanian in partial fulfillment of the requirements for the degree of MAster of Science in Experimental Medicine. Examining committee Dr Jeff Brubacher, Emergency Medicine Supervisor Dr Doug Brown, Emergency Medicine Supervisory Committee Member Dr Andrew MacPherson, Emergency Medicine External Examiner ii Abstract On average, one person attempts suicide by jumping from a bridge in the Lower Mainland of British ColumbiA once every 14 days, but the population that jumps and their outcomes following a suicide attempt are poorly understood. A multi-agency retrospective chart review was performed using records from the Canadian Coast Guard, Joint Rescue Coordination Center, police departments, and the British Columbia Coroner’s Service to identify incidents. A complete picture of each incident was then built by identifying corresponding BC Ambulance Service and hospital records, and linking all records for each incident. This methodology successfully identified a comprehensive list of incidents, and may be useful in future prehospital and search and rescue medicine research. Records from the ten agencies involved in these incidents were collected and linked to create a dataset describing all known jumps from a bridge >12m in height in the Lower Mainland of BC from January 1, 2006 to February 28, 2017. -
Installation of Dynamic Message Sign on Southbound Knight Street
City of Richmond Report to Committee To: Public Works and Transportation Committee Date: March 27, 2017 From: Victor Wei, P. Eng. File: 01-0150-20- Director, Transportation THIG1/2017-Vol 01 Re: Installation of Dynamic Message Sign on Southbound Knight Street Staff Recommendation That the staff report titled "Installation of Dynamic Message Sign on Southbound Knight Street" dated March 27, 2017, from the Director, Transportation, to support regional transportation management in the Metro Vancouver area, be received for information. Victor Wei, P. Eng. Director, Transportation (604-276-4131) Att. 1 REPORT CONCURRENCE ROUTED To: CONCURRENCE CONCURRENCE OF GENERAL MANAGER Engineering Real Estate Services REVIEWED BY STAFF REPORT I INITIALS: AGENDA REVIEW SUBCOMMITTEE PWT - 30 5338814 March 27, 2017 - 2 - Staff Report Origin At the March 18,2015 meeting of the Public Works and Transportation Committee, members received a staff report for information regarding the installation of a dynamic message sign by the Ministry of Transportation & Infrastructure (the Ministry) to provide northbound road users on Knight Street with up-to-date travel information. Installation of this sign is currently proceeding. Continuing the expansion oflntelligent Transportation Systems (ITS) that benefit Richmond's road users by allowing for more effective monitoring and management of traffic incidents, as well as the provision of real-time information to the public, this report describes the forthcoming installation of a complementary dynamic message sign by the Ministry to provide southbound road users on Knight Street with current travel information. Analysis Dynamic Message Signs The Ministry has installed a number of dynamic message signs (DMS) along provincial highways in Metro Vancouver that provide travellers with real-time information on road conditions such as travel times and wait times at Canada-US border crossings. -
RG 42 - Marine Branch
FINDING AID: 42-21 RECORD GROUP: RG 42 - Marine Branch SERIES: C-3 - Register of Wrecks and Casualties, Inland Waters DESCRIPTION: The finding aid is an incomplete list of Statement of Shipping Casualties Resulting in Total Loss. DATE: April 1998 LIST OF SHIPPING CASUALTIES RESULTING IN TOTAL LOSS IN BRITISH COLUMBIA COASTAL WATERS SINCE 1897 Port of Net Date Name of vessel Registry Register Nature of casualty O.N. Tonnage Place of casualty 18 9 7 Dec. - NAKUSP New Westminster, 831,83 Fire, B.C. Arrow Lake, B.C. 18 9 8 June ISKOOT Victoria, B.C. 356 Stranded, near Alaska July 1 MARQUIS OF DUFFERIN Vancouver, B.C. 629 Went to pieces while being towed, 4 miles off Carmanah Point, Vancouver Island, B.C. Sept.16 BARBARA BOSCOWITZ Victoria, B.C. 239 Stranded, Browning Island, Kitkatlah Inlet, B.C. Sept.27 PIONEER Victoria, B.C. 66 Missing, North Pacific Nov. 29 CITY OF AINSWORTH New Westminster, 193 Sprung a leak, B.C. Kootenay Lake, B.C. Nov. 29 STIRINE CHIEF Vancouver, B.C. Vessel parted her chains while being towed, Alaskan waters, North Pacific 18 9 9 Feb. 1 GREENWOOD Victoria, B.C. 89,77 Fire, laid up July 12 LOUISE Seaback, Wash. 167 Fire, Victoria Harbour, B.C. July 12 KATHLEEN Victoria, B.C. 590 Fire, Victoria Harbour, B.C. Sept.10 BON ACCORD New Westminster, 52 Fire, lying at wharf, B.C. New Westminster, B.C. Sept.10 GLADYS New Westminster, 211 Fire, lying at wharf, B.C. New Westminster, B.C. Sept.10 EDGAR New Westminster, 114 Fire, lying at wharf, B.C. -
Vulnerability Assessment of Arizona's Critical Infrastructure
Leadership in Sustainable Infrastructure Leadership en Infrastructures Durables Vancouver, Canada May 31 – June 3, 2017/ Mai 31 – Juin 3, 2017 SCOUR IN COMPLEX BRIDGE PIERS: FRASER AND PADMA RIVERS Jose A. Vasquez1,2, Kara I. Hurtig1, Matt S. Gellis1, Andre Zimmerman1, Bruce W. Walsh1. 1 Northwest Hydraulic Consultants Ltd. (NHC), North Vancouver, British Columbia, Canada 2 [email protected] ABSTRACT The construction of complex bridge piers in large sand-bed rivers has become increasingly common. These piers are made by driving or boring a group of piles deep into the riverbed and then connecting them by a pile cap on top, over which the stem of the pier supporting the deck is located. In contrast with conventional footings, the pile cap is located high above the riverbed and close to the water surface, functioning also as protection against ship collision. The combination of several piles, pile cap and stem above the riverbed gives the pier a complex geometry, which does not easily fit with the simple geometry commonly assumed by most scour prediction equations; hence the need for mobile-bed physical modelling in order to determine scour depths for design purposes. We report the results of several complex piers scour experiments carried out at Northwest Hydraulic Consultants’ laboratory including the Golden Ears Bridge, Port Mann Bridge and Pattullo Bridge in the Fraser River, British Columbia and the Padma River Bridge in Bangladesh. These pier tests encompass a wide range of conditions such as vertical and inclined piles (diameters from 1.8 to 3.0 m), rectangular, octagonal and dumbbell-shaped pile caps (pile cap lengths between 18 and 60 m), and flow discharges ranging from 2-year to 100-year floods. -
NOW LEASING!! SOUTH DELTA’S NEW POWER CENTRE Tsawwassen Commons
NOW LEASING!! SOUTH DELTA’S NEW POWER CENTRE Tsawwassen Commons COLLIERS INTERNATIONAL SHELDON SCOTT* SHELDON SCOTT*DOUG LEPATOURELMIKE GREWAL JACKIE WHITAKER 200 Granville Street, 19th Floor senior vice presidentexecutive vice presidentvice president senior associate associate Vancouver, BC V6C 2R6 604 662 2660 604 662 2660 604 661 0841 604 694 7200 604 692 1450 MAIN 604 681 4111 [email protected]@colliers.com [email protected] [email protected] [email protected] FAX 604 661 0849 * Personal Real Estate Corporation * Personal Real Estate Corporation www.collierscanada.com OPPORTUNITY TSAWWASSEN COMMONS To lease space in South Delta’s brand new power shopping centre. Premises that suit Tsawwassen Commons is currently planned to have 550,000 SF of brand new Large Format, Big Box, Freestanding Pad and Shop type retail uses are available! commercial space and close to 300,000 SF is already pre-leased. Highlights include: LOCATION > Anchored by Walmart, Rona and Canadian Tire > Ideally suited for large format, big box, freestanding pad and shop type retailer > Situated at the centre of South Delta’s most prominent new shopping district > An abundance of surface parking - 2,190 stalls for a ratio of over 4 stalls per 1,000 SF > Retailers entering in the immediate area include: Bass Pro Shops Outdoor World, > Close proximity to Tsawwassen Ferry Terminal, Delta Port and a new business park DSW Designer Shoe Warehouse, Forever 21, H&M, Marshalls, Nike Factory Store, Old of approximately 300 acres -
Fall 2011 Baseline Truck Traffic in Metro Vancouver
Fall 2011 Baseline Truck Traffic in Metro Vancouver Watercrossings, Border Crossings and Top 10 Truck Volume Locations (Weekday, 6AM-10PM) Transportation Committee Map of the Month March 12, 2014 Legend Screenline Volumes Total Vehicles Counted (fall weekday in 2011) Light and Heavy Commercial Trucks Lions Gate Bridge Passenger Vehicles, Motorcycles, 61,000 Vehicles Second Narrows Bridge Transit Vehicles, Bicycles 1% Trucks 120,000 Vehicles Daily Average from Auto Counts (no truck data) 5% Trucks Regional Land Use Designations Burrard Bridge Industrial and Mixed Employment 53,000 Vehicles Cambie Bridge General Urban 2% Trucks 46,000 Vehicles Agricultural, Conservation & Recreation, Rural 2% Trucks Highway 1 - West of Granville Bridge North Road Brunette Ave. - Pitt River Bridge 51,000 Vehicles 103,000 Vehicles South of Highway 1 70,000 Vehicles 1% Trucks 8% Trucks 53,000 Vehicles 6% Trucks 13% Trucks Port Mann Bridge Arthur Laing Bridge 96,000 Vehicles Knight St Bridge 72,000 Vehicles, 2% Trucks 7% Trucks 89,000 Vehicles Golden Ears Bridge Airport Connector Bridge- 19,000 Vehicles, 5% Trucks 8% Trucks Pattullo Bridge 27,000 Vehicles 8% Trucks Moray Bridge- 17,000 Vehicles, 5% Trucks 63,000 Vehicles Oak St Bridge 7% Trucks Dinsmore Bridge- 21,000 Vehicles, 2% Trucks 78,000 Vehicles Queensborough Bridge 3% Trucks 79,000 Vehicles No. 2 Road Bridge- 30,000 Vehicles, 1% Trucks Highway 1 - West of Highway 91 - West of 9% Trucks 176th Street No. 8 Road Alex Fraser Bridge 70,000 Vehicles 82,000 Vehicles 102,000 Vehicles 12% Trucks 10% Trucks 8% Trucks George Massey Tunnel 77,000 Vehicles 7% Trucks Highway 1 - East of 264th Street 59,000 Vehicles 12% Trucks Point Roberts Border Crossing Highway 13 Border Crossing 5,500 Daily Average Highway 99 Border Crossing Highway 15 Border Crossing 4,400 Daily Average No truck data 13,000 Vehicles 13,000 Vehicles No truck data 1% Trucks 14% Trucks A Note About the Border Crossings Highway 99 Border Crossing prohibits all commercial vehicles, but a small number of commercial trucks were observed on the survey day.