Industrial/Office Unit 2140-570 Sherling Place Port Coquitlam
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YOF CITY CLERK's DEPARTMENT VANCOUVER Access to Information
~YOF CITY CLERK'S DEPARTMENT VANCOUVER Access to Information File No.: 04-1000-20-2017-335 October 13, 2017 !S.22(1) Re: Request for Access to Records under the Freedom of Information and Protection of Privacy Act (the "Act") I am responding to your request of September 15, 2017 for: Annexes to the "Coastal Flood Risk Assessment Report" prepared for the City by Northwest Hydraulic Consultants dated December, 2014. The report is available online at the following link http://vancouver.ca/files/cov/CFRA-Phase-1- Final Report.pdf, but the Annexes at the end of the report are blank. All responsive records are attached. Under section 52 of the Act you may ask the Information a: Privacy Commissioner to review any matter related to the City's response to your request. The Act allows you 30 business days from the date you receive this notice to request a review by writing to: Office of the Information a: Privacy Commissioner, [email protected] or by phoning 250·387-5629. If you request a review, please provide the Commissioner's office with: 1) . the request number assigned to your request (#04-1000-20-2017-335); 2) a copy of this letter; 3) a copy of your original request for information sent to the City of Vancouver; and 4) detailed reasons or grounds on which you are seeking the review. Please do not hesitate to contact the Freedom of Information Office at foi@vancouver. ca if you have any questions . City H~ll 453 West 12th Avenue Vancouver BC Y5Y 1V4 vancouver.ca City Clerk's Department tel: 604.873.7276 fax: 604.873.7419 Yours truly, Barbara J. -
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. -
September 2017 Digital Edition
COMMERCIAL REAL ESTATE | FRANCHISES | BUSINESS OPPORTUNITIES $4.29 • SEPTEMBER 2017 • VOL32/9 RICHMOND | 12 BIG INDUSTRIAL BID “NOT SPEC” Richmond 170-acre development will start when first leases inked – and that will not be long PRE-SALES | 14 CRA PROBES CONDO FLIPS Canada Revenue Agency takes developer to court over assignment sales CONTENTS Full index 3 FFRANKLINRANKLIN JACKSONJACKSON Hotel towers 10 Industrial giant 12 MMARRIOTTARRIOTT Residential investing 14 Property taxes 16 TTOWERSOWERS IINTONTO B.C. report 18 Mortgage rates 20 CCENTRALENTRAL SSURREYURREY Done Deals 26 HHOTELSOTELS RISERISE ININ WESTWEST | 1100 PUBLICATIONS MAIL AGREEMENT 40069240 0 9 0 6 0 3 5 8 1 8 2 9 1 9 MACDONALD COMMERCIAL Commercial Sales & Leasing, Property & Asset Management and Strata Management. macdonaldcommercial.com 604.736.5611 Listings on Page A4 & A5 A2 | LOWER MAINLAND WESTERNINVESTOR.COM | SEPTEMBER 2017 NEWLY RENOVATED FOR SALE - EAST VANCOUVER PRIME OCEANFRONT FOR SALE FOR SALE - SINGLE TENANT APARTMENT BUILDING BUILDING AND PROPERTY DEVELOPMENT OPPORTUNITY 38.4 - 78.4 ACRES INVESTMENT OPPORTUNITY LIMERICK APARTMENTS - 5450 204TH ST, LANGLEY 1428 CHARLES STREET, VANCOUVER MARINER’S VILLAGE, SOOKE, BC BURKE MOUNTAIN, COQUITLAM 250 WINNIPEG STREET, PENTICTON, BC • Pad Development Opportunity • 41,382 sf / 0.95 acre property • Approximately 40,000 sf, two storey building • 8.63 acres of development land approved for • 2 lots: 38.4 and 40 acres • 1.43 acres site with net rentable area of 23,565 sf on 23,262 sf corner site mixed-use development • 3 storeys, 39 suites and 27,267 sf • Beautiful views • Net Operating Income $564,668 (as of 09/2017) of net rentable area • Located in Strathcona, walking distance to • Views of Sooke Harbour & the Olympic Mountains • Future residential development property • Long term lease • Asking Price $7,600,000 amenities of Venables and Commercial Drive • Serviced, zoned, marina leasehold included or ideal estate lots • Listing Price $9,800,000 • Asking $6,300,000 • Asking $3,500,000 per lot GREG MILES | CHRIS J. -
Container Capacity Expansion Plans at Pacific Coast Ports
TP 14710E Container Capacity Expansion Plans at Pacific Coast Ports Prepared for: Policy Research Branch Strategic Policy Directorate Policy Group Transport Canada By: Hanam Canada Corporation Victoria, BC January 2007 TP 14710E Container Capacity Expansion Plans at Pacific Coast Ports By: Hanam Canada Corporation 1165 Burdett Avenue Victoria, BC, V8V 3H3 250-381-6768 Web: www.hanamcanada.com Helmut G. Burke, P.Eng., MBA [email protected] January 2007 Container Capacity Expansion Plans at Pacific Coast Ports Hanam Canada Corporation January 2007 The Directory of Pacific Coast Container Ports, Terminals, and Services (TP 14711E) has been published as a companion document to this report. This report reflects the views of Hanam Canada Corporation only and does not necessarily reflect the official views or policies of Transport Canada. Neither Transport Canada, nor its employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy or completeness of any information contained in this report, or process described herein, and assumes no responsibility for anyone's use of the information. Transport Canada is not responsible for errors or omissions in this report and makes no representations as to the accuracy or completeness of the information. Transport Canada does not endorse products or companies. Reference in this report to any specific commercial products, process, or service by trade name, trademark, manufacturer, or otherwise, does not constitute or imply its endorsement, recommendation, or favoring by Transport Canada and shall not be used for advertising or service endorsement purposes. Trade or company names appear in this report only because they are essential to the objectives of the report. -
Design and Construction of MSE Slopes Associated with the Port Mann Bridge, Vancouver, British Columbia
Design and Construction of MSE Slopes Associated With the Port Mann Bridge, Vancouver, British Columbia Gordon Fung, E.I.T. Geotechnical Engineer, MEG Consulting Ltd., Richmond, BC. German Cajigas, M. Eng., P. Eng. Regional Design Engineer, Tensar International Corporation, Burnaby, BC. Ryan Tones, P. Eng. Project Sponsor, Kiewit Flatiron General Partnership, Vancouver, BC Dan MacDonald, P. Eng. Manager, MSE Group, Nilex, Burnaby, BC. John R. Kerr, M. Eng., P. Eng. Regional Manager, Tensar International Corporation, Calgary, Alberta Ender Parra C., Ph.D. Principal, MEG Consulting Ltd., Richmond, BC. John P. Sully, Ph.D., P.Eng. Principal, MEG Consulting Ltd., Richmond, BC. ABSTRACT This paper presents the seismic modeling performed for the design of a 9-m high 70 o SierraSlope® with an upper 2H:1V fill slope up to 4 m high. The SierraSlope®, a Mechanically Stabilised Earth (MSE) reinforced soil slope using geogrids, was introduced by Tensar International Corporation (Tensar). The facing of the slope is composed of welded wire mesh forms with a synthetic wrap system of Tensar Biaxial Geogrid. The FLAC (Fast Lagrangian Analysis of Continua) finite difference program was used to model the SierraSlope® under seismic loading conditions. The FLAC analyses are considered to provide a comparison and evaluation of the standard design approaches as well as an additional insight into the seismic performance of the SierraSlope®. (Coquitlam), Bridge (the site of the new bridge at the Project Overview Fraser River Crossing), and East (Surrey, Langley). The critical SierraSlope® section considered in the The Port Mann/Highway 1 Improvement Project is a $2.4 dynamic soil structure interaction analysis is located in billion design-build project that includes the widening of 37 Central Segment’s Cape Horn Interchange on the western kilometers of Highway 1, from McGill Street to 216th Street approach to the new Port Mann Bridge. -
Dodam Bridge
A GLOBAL BRIDGE World’s Longest Sea Bridge NETWORK SYSTRA has been a world leader in the World’s Longest Floating Bridge fi eld of transportation infrastructure for 60 years. Bridges are a major product SHEIKH JABER AL-AHMAD AL-SABAH CAUSEWAY line and a cornerstone of our technical Kuwait MONTREAL excellence in providing safe, effi cient, PARIS SEOUL and economical solutions. SAN DIEGO EVERGREEN POINT FLOATING BRIDGE World’s Longest Span International Bridge Technologies joined Seattle, Washington Railway Cable-Stayed Bridge NEW DELHI SYSTRA in 2017. The two companies DUBAI have combined their complementary World’s Longest technical expertise to offer specialized Concrete Span engineering services in all facets of bridge TIANXINGZHOU BRIDGE design, construction, and maintenance. China World’s Fastest Design & SYSTRA’s Global Bridge Network consists Construction Supervision on any Metro Project of over 350 bridge specialists deployed 3rd PANAMA CANAL CROSSING worldwide, with Bridge Design Centers Colón, Panama World’s Longest located in San Diego, Montreal, São Paolo, Double Suspension Bridge SÃO PAOLO Paris, Dubai, New Delhi, and Seoul. MECCA (MMMP) METRO Saudi Arabia CHACAO BRIDGE BRIDGE DESIGN CENTERS Chacao, Chile • SERVICES • Tender Preparation • BIM / BrIM • Conceptual Design • Complex Drafting & Specialized Detailing • Pre-Bid Engineering • Realistic Graphics • Proposal Preparation - 3D Renderings - Visual Animation • Specifications Preparation - Construction Sequence Animation • Bids Analysis • Technical Assistance During Construction -
IMPROVED APPROACHES to MANAGE ROAD SAFETY INFRASTRUCTURE by PAUL DE LEUR
IMPROVED APPROACHES TO MANAGE ROAD SAFETY INFRASTRUCTURE by PAUL DE LEUR B Sc., University of Saskatchewan, 1988 M.A.Sc, University of British Columbia, 1992 A THESIS SUBMITTED IN PARTIAL FULFILMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY in THE FACULTY OF GRADUATE STUDIES Department of Civil Engineering We accept this thesis as conforming To the required standard THE UNIVERSITY OF BRITISH COLUMBIA January 2001 © Paul de Leur, 2001 Authorization: In presenting this thesis in partial fulfillment of the requirements for an advanced degree at The University of British Columbia, I agree that the Library shall make it freely available reference and study. I further agree that the permission for the extensive copying of this thesis for scholarly purpose may be granted by the Head of my Department or by his representatives. It is understood that copying or publication of this thesis for financial gain shall not be allowed without my written permission. Department of Civil Engineering The University of British Columbia 2324 Main Mall Vancouver, BC Canada, V6T1Z4 ||§ University of British Columbia Preliminary Pages Improving the Management of Road Safety ABSTRACT Due to the importance of road safety, most road authorities and safety agencies employ some type of road safety management program, designed to improve the safety performance for the system users. One road safety management program is delivered through road planning and engineering, aimed to improve the road design features to reduce the frequency and/or severity of collisions. These road safety management programs can be divided into two categories: reactive road safety initiatives (i.e., responding to existing road safety problems) and proactive road safety initiatives (i.e., actions taken to prevent the emergence of problems). -
573 Sherling Place Port Coquitlam, Bc
FOR LEASE UNIT 1165 573 SHERLING PLACE PORT COQUITLAM, BC BRAND NEW 3,051 SF INDUSTRIAL LEASE OPPORTUNITY Kevin Volz Rick Eastman Personal Real Estate Corporation Personal Real Estate Corporation Vice President, Industrial Senior Vice President, Industrial 604 640 5851 604 640 5863 [email protected] [email protected] Suite 700 - 700 West Georgia Street / PO Box 10023, Pacifi c Centre / Vancouver, BC V7Y 1A1 / 604 683 3111 / 1 877 788 3111 / cushmanwakefi eld.com FOR LEASE UNIT 1165 573 SHERLING PLACE PORT COQUITLAM, BC LOCATION LEASE RATE 573 Sherling Place, Port Coquitlam is situated at the high exposure $3,295.00 per month, plus GST corner of Fremont Street and Sherling Place in the brand new River’s Edge Business Park in the heart of the Dominion Triangle area. With close proximity to the Pitt River Bridge and Golden Ears Bridge to ADDITIONAL RENT (2017) the east, Coast Meridian Overpass to the west and being only minutes Estimated at $1,057.94 per month, plus GST from the new Cape Horn Interchange, Port Mann Bridge and Highway #1. River’s Edge Business Park off ers a superb location for warehouse and distribution, with excellent profi le for accessory retail and offi ce. COMMENTS Minimum 3 year lease term or longer. FEATURES • High end architecturally designed building • Extensive ground & mezzanine level glazing • 24’ clear ceiling height • 500 lbs per square foot fl oor load rating • ESFR rated sprinkler system • T-5 fl uorescent lighting • 100 amp, 347/600 volt, 3 phase electrical service • Rear grade level loading • Three (3) parking spaces • Forced airgas warehouse heaters AVAILABLE AREA Main Floor Warehouse 2,088 sf Mezzanine Floor 963 sf Total Available Area 3,051 sf ZONING M-3 (Clean Industrial) zoning allows for uses including clean manufacturing, high tech, commercial indoor recreation, warehousing and select offi ce and retail uses. -
Port Mann/Highway 1 Improvements
Port Mann/Highway 1 Improvements McGill St. Hastings St. First Ave. Port Coquitlam Boundary Rd. Willingdon Ave. Grandview Hwy. Sprott St. Kensington Ave. Brunette Ave. Cape Horn Gaglardi Way Port Mann Bridge 152nd St. 160th St. 176th St. 192nd St. 200th St. Consultation on Access and Interchange Improvements 216th St. Pre-design Community Consultation Phase 2 200 St Discussion Guide on Access and Interchange Improvements www.gatewayprogram.bc.ca September – November 2006 CONSULTATION ON ACCESS AND INTERCHANGE IMPROVEMENTS: PRE-DESIGN COMMUNITY CONSULTATION PHASE 2 The Ministry of Transportation conducts community consultations at three design stages, including: Pre-design Consultation: Phase 1 Pre-design Consultation: Phase 2 Preliminary Design Consultation Detailed Design Consultation February – April 2006 September – November 2006 2008 2009 Pre-design consultation discussion topics This phase of consultation focuses on With basic pre-design components Detailed design consultation generally focuses included goals for interchange upgrades, proposed conceptual improvements determined, consultation on preliminary on fewer but more specifi c treatments, such congestion reduction measures such as high to existing and new interchanges and design discusses refi nements to interchanges as detailed interchange and access features, occupancy vehicle lanes (HOV) and transit overpasses. These proposed modifi cations and accesses, lane use, specifi cs of congestion lighting and landscaping. This phase also priority on-ramps, commercial vehicle priority and upgrades would improve safety, access reduction measures and other key features. involves more fi nancial and technical analysis access to on-ramps, potential tolling, and and connections across the highway, support to confi rm that designs are fi nancially and improvements to the cycling network. -
573 Sherling Place Port Coquitlam, Bc
FOR LEASE UNIT 1115 573 SHERLING PLACE PORT COQUITLAM, BC 1,892 SF SHELL WAREHOUSE Kevin Volz Rick Eastman Personal Real Estate Corporation Personal Real Estate Corporation Vice President, Industrial Executive Vice President, Industrial 604 640 5851 604 640 5863 [email protected] [email protected] Suite 700 - 700 West Georgia Street / PO Box 10023, Pacifi c Centre / Vancouver, BC V7Y 1A1 / 604 683 3111 / 1 877 788 3111 / cushmanwakefi eld.com FOR LEASE UNIT 1115 573 SHERLING PLACE PORT COQUITLAM, BC LOCATION LEASE RATE The subject property is situated at the high exposure corner of $2,672.45 per month, net, plus GST (shell) Fremont Street and Sherling Place in the River’s Edge Business Centre in the heart of the Dominion Triangle area. It is within close proximity to the Pitt River Bridge and Golden Ears Bridge to the east, Coast ADDITIONAL RENT (2020) Meridian Overpass to the west and being only minutes from the Estimated at $1,102.55 per month, plus GST Cape Horn Interchange, Port Mann Bridge and Highway #1. River’s Edge Business Centre off ers a superb location for warehouse and distribution, with excellent profi le for accessory retail and offi ce. ZONING M-3 (Clean Industrial) zoning allows for uses including clean manufacturing, high tech, commercial indoor recreation, warehousing and select offi ce and retail uses. BUILDING FEATURES • Concrete tilt-up construction • High end architecturally designed building • Extensive ground & mezzanine level glazing • Minimum 24’ clear ceiling height • 500 lbs per square foot fl oor load rating • ESFR rated sprinkler system • Forced air gas warehouse heater • T-5 fl uorescent lighting • 100 amp, 347/600 volt, 3 phase electrical service • One (1) rear 12’ x 12’ grade level loading door with generous truck maneuvering • Three (3) parking spaces AVAILABLE AREA Shell Warehouse 1,892 sf AVAILABILITY September 1, 2020 1185 1180 1175 1170 1165 1145 1140 1135 1130 1125 1120 1115 1110 1105 35,712 S.F. -
A Medium-Range Transportation Plan for Greater Vancouver
Copies of this report and its companion Long-range Transportation Plan can be obtained from: GVRD Communications and Education Department 4330 Kingsway Burnaby, B.C., V5H 4G8 Tel: (604) 432-6339 Fax: (604) 432-6399 A Medium-range Transportation Plan for Greater Vancouver TRANSPORT 2021 Medium-range Plan for Greater Vancouver Page 1 CONTENTS Preface TRANSPORT 2021 and its Objectives 3 Next Steps in the Decision-making Process 5 Steering Committee and Acknowledgements 6 Executive Summary Introduction Goals, Objectives and Criteria 17 1. Growth Management: Using Transport Investment to Shape Growth 19 1.1 Transport's Impact on Land Use 19 1.2 Interplay of Intergovernmental Relations and Transportation Investment Decisions 22 1.3 Livable Region Strategy and Partnership Agreements 22 1.4 Summary of Recommended Approach 25 2. Transportation Demand Management: Changing Behaviour 26 2.1 Medium-range Demand Management Package 27 2.2 Public Acceptance of Demand Management 27 2.3 Link Between Funding and Demand Management 29 2.4 Staging Approach for Demand Management 30 2.5 Next Tasks to Implement Demand Management 32 3. Supply of Facilities: Improving the Transportation Network 35 3.1 How the System Concept for 2006 was Derived 35 3.2 Transit System in 2006 37 3.3 Staging of Transit Improvement 44 3.4 HOV and Mixed Traffic System in 2006 45 3.5 Staging of HOV Treatment 47 3.6 Staging of Mixed Traffic Improvement 4. Measurement of Results: Monitoring and Targets 49 4.1 Tasks to Establish Transport Planning Cycle 49 4.2 Numerical Performance Targets -
An Ex Post Facto Evaluation of a Metro Vancouver Transportation Plan
An ex post facto Evaluation of a Metro Vancouver Transportation Plan by Devon Robert Farmer B. Eng., University of Victoria, 2010 Project Submitted in Partial Fulfillment of the Requirements for the Degree of Master of Urban Studies in the Urban Studies Program Faculty of Arts and Social Sciences © Devon Robert Farmer 2018 SIMON FRASER UNIVERSITY Spring 2018 Copyright in this work rests with the author. Please ensure that any reproduction or re-use is done in accordance with the relevant national copyright legislation. Approval Name: Devon Robert Farmer Degree: Master of Urban Studies Title: An ex post facto evaluation of a Metro Vancouver Transportation Plan Examining Committee: Chair: Peter V. Hall Professor, Urban Studies Program Anthony Perl Senior Supervisor Professor, Urban Studies Program and Department of Political Science Karen Ferguson Supervisor Professor, Urban Studies Program and Department of History Clark Lim External Examiner Principal, Acuere Consulting Adjunct Professor, Department of Civil Engineering, University of British Columbia March 27, 2018 Date Defended/Approved: ii Ethics Statement iii Abstract Plans ought to be evaluated upon completion to determine their impacts and the reasons for success or failure. With this information, future planning efforts can be improved. Accordingly, this thesis offers an ex post facto evaluation of Metro Vancouver’s Transport 2021 medium-range transportation plan to determine its effectiveness and recommend how to improve future plans. In 1993, this plan recommended regional transportation policies and projects for the horizon year of 2006. Using a mixed-methods approach adapted from Laurian et al., the plan’s logic, implementation, and outcomes were examined, and factors affecting the results were considered.