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Appendix(2*I(–(Written(Submissions
Appendix(2*I(–(Written(Submissions( ( ! ! Dec(18,(2012( Ironically,!I!was!unable!to!attend!tonight!as!a!result!of!spending!90!minutes!driving!from!Surrey! to!Richmond!this!morning!due!to!the!snowfall.!As!a!general!rule,!I!travel!to!Richmond!via!the! Alex!Fraser!Bridge!because!of!the!capacity!constraint!called!the!George!Massey!Tunnel.!Traffic! congestion!is!apparent!throughout!a!larger!percentage!of!each!day.!It!is!likely!that!near!gridlock! from!dawn!to!dusk!will!become!a!chronic!condition!of!Highway!99!within!the!foreseeable!future.! The!replacement!of!the!existing!tunnel!with!a!sixGlane!structure!might!relieve!the!congestion!for! a!while,!particularly!if!the!Stevenson!and!River/Ladner!Trunk!Road!access!issues!are! simultaneously!addressed.!However,!such!a!fix!is!likely!to!be!temporary!in!nature!(like!the! twinning!of!Highway!10)!due!to!the!continued!population!growth!along!the!Surrey!–!Langley! corridor,!the!limited!number!of!routes!across!the!Fraser!River!and!the!exceedingly!poor!public! transit!system!south!of!the!Fraser!River.!The!only!way!for!area!residents!to!realistically!travel!to! work!or!school!is!via!automobile.!Short!of!banning!future!housing!developments!east!of!Delta,! the!replacement!of!the!local!tunnel!by!itself!is!only!a!temporary!fix.! The!transportation!network!must!be!treated!as!an!integrated!system,!a!fact!was!apparent!today.! Snowfall!resulted!in!accidents!on!the!Pattullo!and!Queensborough!bridges,!creating!gridlock! across!the!Fraser!River.!Drivers!redirected!their!vehicles!along!Highways!10!and!99,!creating! dozens!of!kilometers!of!congestion!leading!north!up!to!the!George!Massey!Tunnel.! -
For Lease Vancouver, Bc
8889 LAUREL STREET FOR LEASE VANCOUVER, BC BUILDING 3 COMPLETING IN MID-OCTOBER OAK STREET BRIDGE LAUREL STREET MANAGED BY: DEVELOPED BY: MARKETED BY: JASON KISELBACH ILYA TIHANENOKS CHRIS MACCAULEY PERSONAL REAL ESTATE CORPORATION 778 372 3930 PERSONAL REAL ESTATE CORPORATION 604 662 5108 [email protected] 604 662 5190 [email protected] [email protected] 2 8899 Laurel Street, KENT AVENUE SOUTH 112 111 110 109 108 107 106 105 The subject property is conveniently located in South Vancouver’s industrial district, situated just south of SW Marine Drive. The property benefits from excellent access to all areas of Metro Vancouver via Marine Drive, Cambie Street, Boundary Road, as well as, Arthur Laing, Oak Street and Knight Street bridges. RARE OPPORTUNITY TO LEASE BRAND NEW UNITS FROM 2,144 UP TO 8,071 SQUARE FEET. SW MARINE DRIVE 106 105 104 103 102 LAUREL STREET 101 4 8899 Laurel Street, BE A PART OF THE TRANSFORMATION In the last 5 years, the area bordered by Granville Street, Cambie Street, SW Marine Drive and the Fraser River has seen extraordinary development. In the next 5 years, it is destined to evolve even further. AREA HIGHLIGHTS INCLUDE: • Quick access to YVR • Marine Drive Station a short walk away • Densification of the South Marpole neighbourhood is ongoing • Convenient access to 3 bridges and Highway 99 • Gateway to Richmond & Burnaby 8889 LAUREL STREET 5 15 MINS MINS Vancouver International Airport Downtown Vancouver 8889 LAUREL STREET VANCOUVER, BC VANCOUVER COQUITLAM BURNABY SKYTRAIN CANADA SKYTRAIN SKYTRAIN MILLENIUM 1 SKYTRAIN EXPO NEW VANCOUVER INTERNATIONAL WESTMINSTER AIRPORT 1 91 RICHMOND 99 91 SURREY 17 DELTA 25 40 MINS MINS Downtown Vancouver Vanterm Container Terminal Deltaport Highway 1 US Border NO. -
February 2015 Issue
PAGE 1 JANUARY 2015 GrapeVine RIDGE MEADOWS SENIORS SOCIETY– MAPLE RIDGE & PITT MEADOWS February 2015 Issue Photo Maple Ridge Seniors Activity Centre Pitt Meadows Seniors Centre 12150 224th Street 19065 119B Ave Maple Ridge, BC V2X 3N8 Pitt Meadows, BC V3Y 0E6 604-467-4993 604-457-4771 RMSS- Maple Ridge, 12150 224th www.rmssseniors.orgStreet Maple Ridge BC V2X 3N8 Tel. (604)467-4993 Web: www.rmssseniors.org RMSS- Pitt Meadows, 19065 119B Ave Pitt Meadows BC V3Y 1XK Tel. (604)457-4771 PAGE 2 JANUARY 2015 BUS TRIPS Chinese New Year St Patrick's Day Parade & Pub Lunch February 22nd- $79 March 15 -$79 The exciting, fun-filled event The 11th Anniversary St. Patrick’s features lion dances, marching Day Parade draws people from all bands, parade floats, martial arts cultures, backgrounds, performances, cultural dance ages and all walks of life to this troupes, firecrackers, and more. colourful (very green) display of The parade includes over 3,000 fabulous sight and sounds. people from various cultural and community groups in Vancouver, Enjoy a traditional pub lunch at and also features the largest Steamworks Brew Pub in Gastown congregation of lion dance teams and visit the Celtic Village and Street in Canada. The colourful and ener- Market in Robson getic lions are just one of the many Square for a dizzying array of Celtic highlights of the parade each year treasures and the works of gifted attracting more than 50,000 s artisans. Friends and pectators annually. Experience families can gather and wander, authentic Chinese multi course soaking in that special Celtic feeling lunch at the very popular restau- with music, fun and frolic, food -- rant Peaceful Restaurant recently and shopping! featured on the Food Network's Pitt Meadows, 9:15am - 4:15pm. -
East-West Lower Mainland Routes
Commercial Vehicle Safety and Enforcement EAST-WEST OVERHEIGHT CORRIDORS IN THE LOWER MAINLAND East-west Lower Mainland Routes for overall heights greater than 4.3 m up to 4.88 m Note that permits from the Provincial Permit Centre, including Form CVSE1010, are for travel on provincial roads. Transporters must contact individual municipalities for routing and authorizations within municipal jurisdictions. ROUTE A: TSAWWASSEN ↔ HOPE Map shows Route A Eastbound EASTBOUND Over 4.3 m: Tsawwassen Ferry Terminal, Highway 17, Highway 91 Connector, Nordel Way, Highway 91, Highway 10, Langley Bypass, Highway 1A (Fraser Highway), turn right on Highway 13 (264 Street), turn left on 8 Avenue (Vye Road), turn left on Highway 11 and enter Highway 1 (see * and **), continue on Highway 1 to Hope, Highway 5 (Coquihalla). * If over 4.5 m: Exit Highway 1 at No. 3 Road off-ramp (Exit # 104, located at ‘B’ on the map above), travel up and over and re-enter Highway 1 at No. 3 Road on-ramp; and ** If over 4.8 m: Exit Highway 1 at Lickman Road off-ramp (Exit # 116, located at ‘C’ on the map above), travel up and over and re-enter Highway 1 at Lickman Road on-ramp. WESTBOUND Over 4.3 m: Highway 5 (Coquihalla), Highway 1 (see ‡ and ‡‡), exit Highway 1 at Highway 11 (Exit # 92), turn left onto Highway 11 at first traffic light, turn right on 8 Avenue (Vye Road), turn right on Highway 13 (264 Street), turn left on Highway 1A (Fraser Highway), follow Langley Bypass, Highway 10, Highway 91, Nordel Way, Highway 91 Connector, Highway 17 to Tsawwassen Ferry Terminal. -
Waterworks Utility Annual Report 2020
WATERWORKS UTILITY ANNUAL REPORT 2020 The Waterworks Utility Annual Report 2020 cover image was designed by Cynthia Nguyen, a Media Arts student at Sir Charles Tupper Secondary School. Waterworks Utility Annual Report 2020 This report summarizes the City of Vancouver Waterworks Utility activities and program outcomes for 2020. It provides a financial synopsis for the year, and gives detailed information on Waterworks performance in programs for: Water Quality; Water Conservation; Capital Asset Management, and; Asset Operations & Maintenance. In 2020, a new strain of coronavirus called COVID-19 reached the City of Vancouver. This report includes details on related operational challenges and opportunities as Waterworks staff adapted to new health and safety protocols and continued to work diligently to monitor water quality, minimize water waste, maintain Vancouver’s drinking water system, and to ensure the delivery of over 100 billion litres of safe, high quality drinking water to our customers. This report is posted on the City’s website to assure the public of the excellent quality of Vancouver’s drinking water, and to promote the programs and activities supporting continuous delivery of clean, safe drinking water to Vancouver customers. Provincial regulations governing water suppliers in British Columbia require the City of Vancouver to conduct drinking water quality monitoring and publicly post the results within 6 months of year- end. This report satisfies those requirements. 2020 Report Statistics at a Glance • Waterworks delivered 108.5 billion litres of drinking water throughout Vancouver. • The drinking water quality met or exceeded Provincial Regulatory requirements, Health Canada standards and relevant International best practices. • Water conservation policies and projects resulted in a 26% decrease of potable water use from 2006 rates. -
Seismic Design of Bridges in British Columbia: Ten-Year Review
SEISMIC DESIGN OF BRIDGES IN BRITISH COLUMBIA: TEN-YEAR REVIEW Jamie McINTYRE Structural Engineer, Hatch Mott MacDonald, Vancouver Canada [email protected] Marc GÉRIN Consultant, Ottawa Canada [email protected] Casey LEGGETT Structural Engineer, Hatch Mott MacDonald, Vancouver Canada [email protected] ABSTRACT: Seismic design of bridges in British Columbia has evolved significantly in the last ten years. Developments have comprised three major changes in seismic design practice: (1) improved understanding of seismic hazard—including raising the design earthquake from a 475-year return period to 2475-year return period and better knowledge of the contribution of the nearby Cascadia subduction zone; (2) a shift to a performance-based design philosophy with emphasis on improved post-earthquake performance—including multiple service and damage objectives for multiple levels of ground motions; and (3) increased sophistication of seismic analyses—including both inertial analyses and analyses for liquefaction hazards. The result of these changes should be bridges that perform better and remain functional post-earthquake. These changes are expected to encourage alternatives to the traditional use of column plastic hinging, such as base-isolation. Over the last ten years, base-isolation has been used on few bridges in British Columbia—primarily retrofits of existing structures; however, given its ability to preserve post-earthquake functionality, base-isolation should be a serious consideration for any project. 1. Introduction – Evolution of Seismic Design Practice Seismic design of bridges in British Columbia has evolved significantly in the last ten years, going from a bridge design code using outdated principles to a state of the art new code that implements performance- based design. -
George Massey Tunnel Replacement Project
GEORGE MASSEY TUNNEL REPLACEMENT PROJECT SUMMARY ASSESSMENT REPORT With Respect to the Application by the British Columbia Ministry of Transportation and Infrastructure for an Environmental Assessment Certificate pursuant to the Environmental Assessment Act, S.B.C. 2002, c.43 Prepared by: Environmental Assessment Office January 19, 2017 1 Introduction This summary assessment report provides an overview of the environmental assessment (EA) of the proposed George Massey Tunnel Replacement Project (GMTR) conducted by the Environmental Assessment Office (EAO). This report cross-references relevant sections of EAO’s Assessment Report, where more in-depth analysis and discussion can be found. 2 Project Description The British Columbia Ministry of Transportation and Infrastructure (MOTI) is proposing to: Construct a 10-lane, clear span bridge over the Fraser River; Replace three interchanges at Westminster Highway, Steveston Highway and Highway 17A; Widen approximately 24 km of Highway 99 to accommodate dedicated transit and High Occupancy Vehicle (HOV) lanes from Bridgeport Road in Richmond to Highway 91 in Delta; Replace the Deas Slough Bridge with the south approach of the new bridge; Restore Green Slough to its historical alignment; Construct multi-use pathways on either side of the new bridge for cyclists and pedestrians; and Decommission the existing George Massey Tunnel (Tunnel), which would include removal and disposal of the four in-river Tunnel segments, and flooding and backfilling the two Tunnel approaches. GMTR would become part of the provincial highway system and would be part of the Highway 99 corridor in BC’s Lower Mainland, between the Bridgeport Road interchange in Richmond and the Highway 91 interchange in Delta (see Figure 1-1). -
George Massey Tunnel Expansion Plan Study
Report to MINISTRY OF TRANSPORTATION AND HIGHWAYS i On GEORGE MASSEY TUNNEL EXPANSION PLANNING STUDY TTaffic Impact Taffic Operations Parking ransit Tansportation rucking Planning Modelling 4 March 26, 1991 Ministry of Transportation and Highways South Coast Regional District 7818 Sixth Street Burnaby, B.C. V3N 4N8; Attention:: Ms. Maria Swan, P.Eng. Senior Transportation Planning Engineer Dear Sir: RE: Expansion of George Massey Tunnel - Preliminary Planning Studv In accordance with your instructions, we have now carried out the preliminary planning study of the future expansion of the George Massey Tunnel on Highway 99. The attached report presents an overview of the study together with the resultant conclusions and recommendations. Thank you for the opportunity to work on this project on behalf of the Ministry. I trust that this report enables your staff to continue with the next steps necessary to bring these recommendations to fruition. 145gmasy\gmt.rpt 520 - 1112 West Pender Street, Vancouver, British Columbia, Canada V6E 2S1 Tel: (604) 688-8826 Fax: 688-9562 TABLE OF CONTENTS Page 1.0 INTRODUCTION ........................................... 1 1.1 Background to Study ....................................... 1 1.2 Scope of Study ........................................... 2 1.3 History and Role of the George Massey Tunnel ...................... 2 2.0 EXISTING TRANSPORTATION SYSTEM .......................... 5 2.1 Regional Road Network ..................................... 5 2.2 Current Traffic Volumes on Fraser River Crossings .................... 8 2.3 Historic Growth in Traffic Volumes .............................. 12 2.4 Growth in Capacity Across the South Arm ......................... 21 2.5 Physical Constraints on Highway 99 .............................. 22 2.6 Projected Growth in Ferry Traffic ............................... 22 2.7 Role of Transit ........................................... 23 3.0 GROWTH IN TRAVEL DEMAND ............................... -
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. -
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. -
Downtown Transportation Plan August 2020
City of New Westminster Downtown Transportation Plan August 2020 Transportation Division DOC#1632113 TABLE OF CONTENTS 1 OVERVIEW ................................................................................................................................. 4 1.1 Plan Goals ........................................................................................................................................................... 5 1.2 Opportunities ..................................................................................................................................................... 6 1.3 Process ............................................................................................................................................................... 6 1.4 Plan Structure ..................................................................................................................................................... 7 2 POLICY CONTEXT AND NEIGHBOURHOOD CONTEXT ................................................................... 8 2.1 Established Policies ............................................................................................................................................. 8 2.1.1 Long Term Growth ................................................................................................................................................. 8 2.1.2 Recent Direction ................................................................................................................................................... -
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.