573 Sherling Place Port Coquitlam, Bc

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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. 1185 1180 1175 1170 1165 1145 1140 1135 1130 1125 1120 1115 1110 1105 35,712 S.F. 2,765 S.F. 3,554 S.F. 2,809 S.F. 2,085 S.F. 3,051 S.F. AVAILABILITY 1160 1150 1,750 S.F. 1,784 S.F. 1,898 S.F. 1,894 S.F. 1,894 S.F. 1,892 S.F. 1,892 S.F. 1,892 S.F. 1,808 S.F. Immediate 1,918 S.F. 1,892 S.F. 1,892 S.F. 1155 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] E.&O.E.: This communication is not intended to cause or induce breach of an existing agency agreement. The information contained herein was obtained from sources which we deem reliable and, while thought to be correct, is not guaranteed by Cushman & Wakefi eld Ltd. 08/17 bg.

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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.
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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.
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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).
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Industrial/Office Unit 2140-570 Sherling Place Port Coquitlam
FOR SALE | INDUSTRIAL/OFFICE UNIT 2140-570 SHERLING PLACE PORT COQUITLAM X 4,650 SF Office/warehouse unit X River Edge Business Park Location Highlights Situated in the heart of the Dominion Triangle area of Port Coquitlam, 570 Sherling Place X Concrete tilt-up with insulated exterior is located at the high exposure corner of Sherling Place and the Fremont Connector in the walls brand new River’s Edge Business Park. With close proximity to the Pitt River Bridge and the X Grade level loading Golden Ears Bridge to the east, the Coast Meridian Overpass to the west and being only X Approx. 22’ foot warehouse ceiling minutes from the Cape Horn Interchange, the Port Mann Bridge and Highway #1, River’s heights Edge Business Park offers a superb location for warehousing and distribution. Surrounded X 3-phase electrical power by the Fremont Village Shopping Centre, Mosaic’s Dominion residential development, X Five (5) Parking stalls with loading area Carnoustie Golf Club and recreational riverside parks and trails. River’s Edge Business Park X High exposure to Fremont Connector also offers unparalleled retail and lifestyle amenities. X High end architechually designed building X Fully finished offices over two levels with HVAC Ryan Barichello Chris McIntyre D 604.630.3371 C 604.889.4146 Personal Real Estate Corporation [email protected] D 604.630.3392 C 604.889.0699 [email protected] 475 West Georgia Street, Suite 800 | Vancouver, BC V6B 4M9 | 604.684.7117 | leevancouver.com FOR SALE | INDUSTRIAL/OFFICE UNIT 2140-570 SHERLING PLACE PORT COQUITLAM Zoning Strata Fees Asking Price M3 Industrial - Allows for clean manufacturiing, high tech, service $689.47 $1,930,000.00 and distribution use Taxes & Operating Costs (2019) Availability Features $16,540.94 Contact Agent X Fully finished offices over two levels with HVAC X Private offices, boardroom, lunchroom with kitchen and Floor Plans 100 WARE reception/showroom areas.
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Port Mann/Highway 1 Improvements
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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.
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