Re: Wind Impact Assessment Marina del Rey Tower Marina del Rey, California RWDI Reference No Description of Proposed Development
|
|
- Jeffery Ellis
- 6 years ago
- Views:
Transcription
1 December 15, 2006 Mr. Marc Melinkoff Christopher A. Joseph & Associates Environmental Planning and Research Agoura Road, Suite 210 Agoura Hills, CA USA Re: Wind Impact Assessment Marina del Rey Tower Marina del Rey, California RWDI Reference No Dear Mr. Melinkoff: As per your request, this letter summarizes our professional opinion on the effect of the proposed Marina del Rey Tower on wind conditions within the adjacent Basins, the potential loss of surface winds used by birds and the general air circulation in Marina del Rey. This wind impact assessment includes a review of the project drawings, aerial photographs, regional wind data, the results of previous wind studies conducted by RWDI on projects in Marina del Rey, and our knowledge and experience. A qualitative study in lieu of a full wind tunnel model study is appropriate for the current development, considering the location and size of the development, the local wind directionality and the availability of test data from other projects in the area. Description of Proposed Development Schematic drawings and renderings for the proposed project were provided by Christopher A. Joseph & Associates on November 24 and 29, 2006 and can be found in Appendix A. The proposed development is a residential tower of 25 storeys (approximately 366 ft high) with a seven-storey podium (approximately 80 ft high). This tower is located between Lincoln Boulevard and Admiralty Way, approximately 450 ft northeast of Basin F.
2 Local Wind Directionality Figure 1 shows the directional distribution of seasonal winds, based on long-term wind records from the nearby Los Angeles International Airport. These wind roses show the percentage of the time that wind blows from each of the 16 compass directions during the spring, summer, fall and winter seasons between 7:00 am and 9:00 pm, when most sailing would occur. It is evident that winds from the west, west-southwest, southwest and east directions are most dominant throughout the year. Wind-tunnel Studies for Other Local Developments Of the many wind studies conducted by RWDI on projects in Marina del Rey since the 1990's, both the Fisherman s Village and the13900 Fiji Way project are on the east side of the Main Channel, similar to the current development. In our September 17, 2004 report 1 for the Fisherman s Village, it was concluded that Athe proposed Fisherman s Village will not affect the existing wind conditions over a majority of the areas of Marina del Rey. There will be areas of altered wind speeds and directions in the Main Channel adjacent to the proposed development when winds are from the east. This is not an issue considering the boating activities in these localized areas. Due to the localized nature of these changes and the low frequency associated with the easterly winds, there will be no significant effect on the general air circulation patterns within the Main Channel and Basins in Marina del Rey. The Fisherman s Village development was four storeys in height. The wind tunnel study illustrated that easterly winds flowing around the development had basically resumed their existing direction and speed approximately 300 ft downwind of the development, and that 500 ft away there was no perceivable difference between the existing and proposed configurations. The Fiji Way project consisted of four towers, ranging in height from 80 ft to 140 ft. Again, the wind tunnel study illustrated that easterly winds flowing around the development had generally resumed their existing direction/speed approximately 400 ft downwind from the site, and by 1000 ft downwind there was no impact. Effect on Sailing Conditions When winds flow around a building, accelerations occur around the windward building corners and decelerations in the wake area on the leeward side of the building. High turbulence in the wake area is usually associated with variations in both wind direction and speed. 1. RWDI Project Number , Wind Study, Fisherman s Village, Marina del Rey, California.
3 December 15, 2006 Mr. Melinkoff Christopher A. Joseph & Associates Page 3 The proposed Marina del Rey Tower is located 450 ft to the northeast of Basin F, which is on the east side of the Main Channel, and runs in a southwest and northeast direction. When winds are from the most frequent west-southwest and west directions, the acceleration and deceleration zones around the proposed facility will mainly be on land, not on the water surface. The westerly and southwesterly winds will accelerate around the southeast corner of the proposed development and alter the wind speed and direction in the area immediate east of the development. As the west winds are frequent, accelerations at the base of the tower could occur on a regular basis. It is a positive design feature to not include any entrances in the vicinity of the southeast corner of the development, as this area is expected to have localized accelerations due to the alignment of the tower with the prevailing winds. When winds are from the east direction, the wind effect will extend onto Admiralty Park, west of the proposed facility. These effects are not expected to extend into Basin F. With the proposed development in place, wind conditions would not change in other Basins or in the Main Channel of Marina del Ray for any wind directions. Loss of Surface Winds Utilized by Birds In order to assess the effect of changes to surface winds on birds, a report (see Appendix B) was prepared by an expert in aerodynamics, kinematics and the behavior of birds, in which the author of the report considered the following issues: $ the types of birds likely to inhabit Marina del Rey, $ the ability of birds to take off and land, $ soaring conditions upwind and downwind of the proposed building, $ effects on local thermal soaring conditions, and $ changes in flight efficiency due to turbulence. It is our opinion that the minimal changes in the existing wind fields due to the proposed development will result in no significant change to the birds= use of the area. Change of Air Flow Patterns Changes in wind speed and direction patterns are expected in the immediate vicinity of the proposed development. Due to this localized nature, there will be no perceived effect on the general air circulation patterns within Marina del Rey.
4 December 15, 2006 Mr. Melinkoff Christopher A. Joseph & Associates Page 4 Closing In conclusion, while localized variations in wind speed and direction are likely to occur in Admiralty Park, the proposed Marina del Rey Tower is expected to have minimal effect on wind conditions in the adjacent Basins and the Main Channel, the potential loss of surface winds used by birds and the general air circulation in Marina del Rey. The above opinion is based on the design information of the Marina del Rey Tower, local wind directionality, previous wind studies in the Marina del Rey area, and our experience and engineering judgment. If you have any questions in this regard, please do not hesitate to contact us. Yours very truly, ROWAN WILLIAMS DAVIES & IRWIN Inc. Tahrana Lovlin, P.Eng. Project Engineer Dan Bacon Senior Project Manager / Associate HW/DEB/yio Attach.
5 FIGURES
6 SPRING (March, April, May) SUMMER (June, July, August) FALL (September, October, November) WINTER (December, January, February) Directional Distribution of Seasonal Winds (7:00 am - 9:00 pm) Los Angeles International Airport ( ) Figure No. 1 Date: December 1,2006 Marina del Rey Tower, California Project #
7 APPENDIX A
8 Glendale Los Angeles SITE LOCATION Inglewood Pacific Ocean 1 91 Long Beach 710 Torrance Legend Miles Source: ESRI Data and Maps; Data: June 2006; Author. Christopher A. Joseph & Associates Miles Exhibit 1 Regional Map
9 La Villa Marina Redwood Ave Carter Ave Yale Ave Stanford Ave Del Rey Ave Glencoe Ave Maxella Ave Burrell St Berkeley Dr Princeton Dr Thatcher Ave Admiralty Park Marina Pointe Dr Admiralty Way 90 PROJECT SITE Bali Way Marina Del Rey Mindanao Way Lincoln Blvd 1 Legend Project Site Feet Fiji Way Source: Christopher A. Joseph & Associates, Source: ESRI Data and Maps; Date: June 2006; Author: Christopher A. Joseph & Associates. Exhibit 2 Vicinity Map ,000 Feet
10 Source: Murhpy/Jahn, Scale (Feet) Figure III-2 West Elevation
11 Source: Murphy/Jahn Architects, Figure III-3 Feet Building Section
12 Source: Murphy/Jahn Architects, March 31, Figure III-4 Proposed Site Plan
13 APPENDIX B
14
15
16
17
18
19
20
SITE AND BUILDING INFORMATION
Page 1 Mr. Maneesh Poddar YORK Developments 303 Richmond St, Suite 201 London, ON N6B 2H8 Re: Preliminary Pedestrian Wind Assessment London, Ontario RWDI Reference Number: 1701848 Email: maneesh.poddar@yorkdev.ca
More informationSITE AND BUILDING INFORMATION. March 28, 2018
March 28, 2018 Mr. Carlos Ramirez Project Manager YORK Developments 303 Richmond St, Suite 201 London, ON N6B 2H8 carlos.ramirez@yorkdev.ca Re: Preliminary Pedestrian Wind Study 131 King Street - London,
More information1700 Webster Street Oakland, CA. Final Report. Pedestrian Wind Conditions Consultation Wind Tunnel Tests RWDI # July 16, 2015
Tel: 519.823.1311 Fax: 519.823.1316 Rowan Williams Davies & Irwin Inc. 650 Woodlawn Road West Guelph, Ontario, Canada N1K 1B8 1700 Webster Street Oakland, CA Final Report Pedestrian Wind Conditions Consultation
More information31/10/17. October 31, HIP Developments Inc. 700 Rupert Street Waterloo, ON N2V 2B5
University of Guelph Research Park 150 Research Lane, Suite 105 Guelph, ON, N1G 4T2 226.706.8080 www.novusenv.com 31/10/17 Date: To: HIP Developments Inc. 700 Rupert Street N2V 2B5 Re: Cambridge, Ontario
More informationDear Ms. Maw: Qualitative Pedestrian Level Wind Assessment St-Charles Market, 135 Barrette Street, Ottawa GWE File No.
December 11, 2015 Jenna Maw LineBox Studio Inc. 126 York Street, Suite 502 Ottawa, Ontario K1N 5T2 Dear Ms. Maw: Re: Qualitative Pedestrian Level Wind Assessment St-Charles Market, 135 Barrette Street,
More informationAPPENDIX 11 WIND EFFECTS ASSESSMENT
APPENDIX 11 WIND EFFECTS ASSESSMENT Summerset Villages (Lower Hutt) Ltd District Plan Change Request Prepared by Urban Perspectives Ltd 17 September 2014 341 49 342 Opus Research Report 14-529D84.00 Wind
More informationWellington Street : Wind Impact Qualitative Assessment. To Whom It May Concern, RE: Proposed Wellington Street Wind Impact Qualitative Assessment
March 19, 2018 Alex Halef, President, BANC Investments Ltd. Inverse Developments Ltd. BANC Group To Whom It May Concern, RE: Proposed Wellington Street Wind Impact Qualitative Assessment The proposed 8
More information23/02/18. Pedestrian Wind Assessment Ladies Golf Club of Toronto Markham, Ontario Novus Project # February 23, 2018
University of Guelph Research Park 150 Research Lane, Suite 105 Guelph, ON, N1G 4T2 226.706.8080 www.novusenv.com 23/02/18 Date: To: 2526574 Ontario Limited 4800 Dufferin Street Toronto, Ontario M3H 5S9
More informationFig$1.!Wind!Rose!Shearwater! ! August 7th, 2015
August 7th, 2015 HRM Planning & Development Eastern Region, Alderney Gate 40 Alderney Drive, 2 nd Floor Dartmouth, NS To Whom It May Concern, RE: Proposed 6030 Pepperell Road Wind Impact Qualitative Assessment
More informationAppendix 7. Wind and Comfort Impact Analysis
Appendix 7 Wind and Comfort Impact Analysis Donald Ballanti Consulting Meteorologist 1424 Scott Street El Cerrito, CA 94530 (510) 234-6087 Abe Leider Rincon Consultants 449 15th Street, Suite 303 Oakland,
More informationDonald Ballanti, Certified Consulting Meteorologist, Wind Impact Evaluation for the Menlo Park Facebook Campus Project, August 26, 2011.
3.4 WIND Introduction This section describes wind conditions in the Project area and at the Project site. This section provides a general discussion of the relationship between building design and wind
More informationDear Mr. Nicolini: Qualitative Pedestrian Level Wind Assessment Montreal Road, Ottawa GWE File No.: DTPLW
August 17, 2015 Anthony Nicolini 2068358 Ontario Inc. (Darwin Group) 183 Michael Cowpland Drive Ottawa, Ontario K2M 0M3 Dear Mr. Nicolini: Re: Qualitative Pedestrian Level Wind Assessment 807-825 Montreal
More informationMeadow Woods Elementary School
Drag and drop pic and stretch/crop to the limits of the blue rectangle (delete this text box) Meadow Woods Elementary School Drag and drop pic and stretch/crop to the limits of the blue rectangle (delete
More informationOrange Center Elementary School
Drag and drop pic and stretch/crop to the limits of the blue rectangle (delete this text box) Orange Center Elementary School Drag and drop pic and stretch/crop to the limits of the blue rectangle (delete
More informationAPPENDIX C: Wind and Wave Modelling
APPENDIX C: Wind and Wave Modelling Wind data collected by Environment Canada was obtained and reviewed for 3 nearby recording stations; Hamilton Airport, Hamilton RBG (Botanical Gardens) and Burlington
More informationHidden Oaks Elementary School
Hidden Oaks Elementary School SCHOOL ROUTE PLAN For HIDDEN OAKS ELEMENTARY SCHOOL LOCATION 13 ORANGE COUNTY Prepared for: ORANGE COUNTY SCHOOL ASSESSMENT PROGRAM ORANGE COUNTY PUBLIC WORKS Traffic Engineering
More informationSubject: Wind Impact Evaluation for the Facebook Campus Project, Menlo Park
Donald Ballanti Certified Consulting Meteorologist 1424 Scott Street El Cerrito, CA 94530 (510) 234-6087 Fax: (510) 234-6087 Justin Murphy, AICP Community Development Department City of Menlo Park 701
More informationTraffic Impact Analysis Chatham County Grocery Chatham County, NC
Chatham County Grocery Chatham County, NC TABLE OF CONTENTS 1. INTRODUCTION... 1 1.1. Location and Study Area... 1 1.2. Proposed Land Use and Access... 2 1.3. Adjacent Land Uses... 2 1.4. Existing ways...
More informationJune 3, Mr. Steven Grandmont, Chief Operating Officer Richcraft Group of Companies 2280 St. Laurent Boulevard Ottawa, Ontario K1G 4K1
June 3, 2013 Mr. Steven Grandmont, Chief Operating Officer Richcraft Group of Companies 2280 St. Laurent Boulevard Ottawa, Ontario K1G 4K1 Dear Mr. Grandmont: Re: Qualitative Pedestrian Wind Assessment
More informationAPPENDIX D-2. Sea Level Rise Technical Memo
APPENDIX D-2 Sea Level Rise Technical Memo 2185 N. California Blvd., Suite 500 Walnut Creek, CA 94596 (925) 944-5411 Fax: (925) 944-4732 www.moffattnichol.com DRAFT MEMORANDUM To: From: Neil Nichols,
More information2 Bowen Crescent Residential Development, Melbourne
WUZHONG INTERNATIONAL 2 Bowen Crescent Residential Development, Melbourne Desktop Pedestrian Level Wind Report Document No. GWTS-DPR-1024-2015-2 Bowen Crescent Residential Development, Melbourne PREPARED
More informationWind and Air Pressure
Wind and Air Pressure When air moves above the surface of the Earth, it is called wind. Wind is caused by differences in air pressure. When a difference in pressure exists, the air will move from areas
More informationRedondo Beach Boat Launch Ramp Facility
Redondo Beach Boat Launch Ramp Facility Feasibility Report for the California Department of Boating and Waterways 2015 Grant Cycle For the City of Redondo Beach Submitted by March 13, 2014 Table of Contents
More informationDrag and drop pic and stretch/crop to the limits of the blue rectangle (delete this text box) Maxey Elementary School
Drag and drop pic and stretch/crop to the limits of the blue rectangle (delete this text box) Maxey Elementary School SCHOOL ROUTE PLAN For MAXEY ELEMENTARY SCHOOL LOCATION 33 ORANGE COUNTY Prepared for:
More information5858 N COLLEGE, LLC N College Avenue Traffic Impact Study
5858 N COLLEGE, LLC nue Traffic Impact Study August 22, 2016 Contents Traffic Impact Study Page Preparer Qualifications... 1 Introduction... 2 Existing Roadway Conditions... 5 Existing Traffic Conditions...
More informationWindy Ridge Elementary School
Windy Ridge Elementary School SCHOOL ROUTE PLAN For WINDY RIDGE ELEMENTARY SCHOOL LOCATION 54 ORANGE COUNTY Prepared for: ORANGE COUNTY SCHOOL ASSESSMENT PROGRAM ORANGE COUNTY PUBLIC WORKS Traffic Engineering
More informationName Date L.O: SWBAT explain what breezes, planetary winds, ocean currents & monsoons are.
Name Date L.O: SWBAT explain what breezes, planetary winds, ocean currents & monsoons are. 1. A cool breeze is blowing toward the land from the ocean on a warm, cloudless summer day. This condition is
More informationMarina Loft (DRC 51-R-12)
Marina Loft (DRC 51-R-12) traffic study prepared for: Cymbal Development OCtober 2012 Traf Tech October 1, 2012 Mr. Asi Cymbal - President Cymbal Development 3470 North Miami Avenue Upper Suite Miami,
More informationFINAL REPORT. Wind Assessment for: NEW OFFICE BUILDING AT ESSENDON FIELDS Essendon, Victoria, Australia
FINAL REPORT Wind Assessment for: NEW OFFICE BUILDING AT ESSENDON FIELDS Essendon, Victoria, Australia Prepared for: Essendon Fields Pty Ltd Essendon Fields House Level 2, 7 English Street Essendon Fields
More informationSection 3: Atmospheric Circulation
Section 3: Atmospheric Circulation Preview Key Ideas The Coriolis Effect Global Winds Local Winds Maps in Action Key Ideas Explain the Coriolis effect. Describe the global patterns of air circulation,
More informationTraffic Impact Study WestBranch Residential Development Davidson, NC March 2016
Traffic Impact Study WestBranch Residential Development Davidson, NC March 216 TRAFFIC IMPACT STUDY FOR THE WestBranch Residential Development LOCATED IN DAVIDSON, NC Prepared For: Lennar Carolinas, LLC
More informationSite Summary. Wind Resource Summary. Wind Resource Assessment For King Cove Date Last Modified: 8/6/2013 By: Rich Stromberg & Holly Ganser
Site Summary Wind Resource Assessment For King Cove Date Last Modified: 8/6/2013 By: Rich Stromberg & Holly Ganser Station ID: 2857 Latitude: 55 7 45.8 N Longitude: 162 16 10.6 W Tower Type: 30 m NRG Tall
More informationWind Resource Assessment for NOME (ANVIL MOUNTAIN), ALASKA Date last modified: 5/22/06 Compiled by: Cliff Dolchok
813 W. Northern Lights Blvd. Anchorage, AK 99503 Phone: 907-269-3000 Fax: 907-269-3044 www.akenergyauthority.org SITE SUMMARY Wind Resource Assessment for NOME (ANVIL MOUNTAIN), ALASKA Date last modified:
More informationHOLIDAY BOAT PARADE. Holiday Boat Parade
Holiday Boat Parade The Marina del Rey Holiday Boat Parade is LA s favorite holiday event on the water! Since 1962, the boat parade has been made possible through the generous support of its sponsors.
More informationUrban Design Terms of Reference. Pedestrian. Wind Comfort and Safety Studies. June 2014
Urban Design Terms of Reference Pedestrian June 2014 Wind Comfort and Safety Studies Table of contents 1 Introduction 1.1 Purpose 1.2 Who can conduct a wind study? 1.3 Consultation with Planning and Building
More informationP HA Transportation Consultants
Attachment F P HA Transportation Consultants 2711 Stuart Street Berkeley CA 94705 Phone {510) 848-92.33 Web www.pangho.com September 8, 2017 Newell Arnerich AD Architects Via email:newell@adarch.com Dear
More informationOver or Around? Kinetic Energy vs. Potential Energy. Critical Factors
1 Terrain-forced vs. Thermally Driven Flows Thermally Driven Circulations produced by temperature contrasts that form within mountains or between mountains and surrounding plains Terrain-forced flows produced
More informationDurrance Elementary School
Durrance Elementary School SCHOOL ROUTE PLAN For DURRANCE ELEMENTARY SCHOOL LOCATION 9 ORANGE COUNTY Prepared for: ORANGE COUNTY SCHOOL ASSESSMENT PROGRAM ORANGE COUNTY PUBLIC WORKS Traffic Engineering
More informationKing Soopers #116 Thornton, Colorado
Traffic Impact Study King Soopers #116 Thornton, Colorado Prepared for: Galloway & Company, Inc. 1.0 EXECUTIVE SUMMARY King Soopers #116, a grocery marketplace anchored commercial development, is proposed
More informationCopyright 2014 Gleim Publications, Inc. and/or Gleim Internet, Inc. All rights reserved. Duplication prohibited.
Page 1 of 6 Page 2 of 6 STUDY UNIT 2 UPDATE QUESTION Subunit 2.3: Airspeed Indicators 16. caution (PHAK Chap 7) DISCUSSION: 17. speed (PHAK Chap 7) DISCUSSION: 18. flap (PHAK Chap 7) DISCUSSION: 21. maximum
More informationBackground Preliminary Review... 3
January 23, 2012 Evaluation of Prop osed NRWC Wind Farm on Lo cal Micro climate: Preliminary Review & Work Plan For: Debbie Zimmerman Chief Executive Officer Grap e Growers of Ontario P.O. Box 100 Vineland
More informationMonsoon. Arabic word mausim means season. Loose definition: a wind/precipitation pattern that shifts seasonally
Monsoon Arabic word mausim means season Loose definition: a wind/precipitation pattern that shifts seasonally Classical criteria (Ramage 1971) Prevailing wind shifts 120 o between Jan & July Average frequency
More informationUDB. Urban Design Brief (Continued - Section 6) 137 and 141 George Street, 321 Dalhousie Street May 2013
UDB Urban Design Brief (Continued - Section 6) 137 and 141 George Street, 321 Dalhousie Street May 2013 Prepared by: Prepared for: FOTENN Consultants Urban Design Review Panel NEUF Architects HEIGHT LIMIT
More informationSCHOOL ROUTE PLAN. For HUNTER S CREEK ELEMENTARY SCHOOL LOCATION 14 ORANGE COUNTY. Prepared for:
SCHOOL ROUTE PLAN For HUNTER S CREEK ELEMENTARY SCHOOL LOCATION 14 ORANGE COUNTY Prepared for: ORANGE COUNTY SCHOOL ASSESSMENT PROGRAM ORANGE COUNTY PUBLIC WORKS Traffic Engineering Division 42 South John
More informationALLEY 24 TRAFFIC STUDY
ALLEY 24 TRAFFIC STUDY in City of Frostburg, Maryland January 2013 3566 Teays Valley Road Hurricane, WV Office: (304) 397-5508 www.denniscorporation.com Alley 24 Traffic Study January 2013 Frostburg, Maryland
More informationFigure shows the existing roadway network in Daly City.
The following section presents a description of various transportation system components within Daly City. Interstate 280 (I-280), State oute (S-), Skyline Boulevard (S-) and Mission Street (S-82) all
More informationTide Gauge 00,04 13, /09/90 03J9 15, /09/ /09/90 03,44 16,09 04,44 16,19 05,14 17,04
DATE Tide Tables Tide Gauge Tide Tables Tide Gauge 30/08/90 00,lO 12,52 00,04 13,04 2.9 3.1 3.10 3.40 31/08/90 02,03 14,18 02.19 14.19 3.0 3.3 3.01 3.49 01/09/90 03,12 15,16 03J9 15,14 3.2 3.5 3.39 3.78
More informationChart Features Maritime maps and Admiralty charts have these features:
Introduction to Charts A chart or map of the area is an important safety item to carry on board. It allows the Master to obtain knowledge of the area to be travelled, and indicates the navigable channels
More informationTHE SAN FRANCISCO YACHT CLUB
THE SAN FRANCISCO YACHT CLUB 98 BEACH ROAD, PO BOX 379, BELVEDERE, CALIFORNIA 94920 RACE OFFICE: 415-789-5647 ELITE KEEL REGATTA and J/24 WESTERN REGIONAL CHAMPIONSHIP May 16-17, 2015 SAILING INSTRUCTIONS
More informationThe student will be expected to demonstrate an understanding of the cause of winds and how winds affect climate.
The student will be expected to demonstrate an understanding of the cause of winds and how winds affect climate. In this lesson you will: 2.3.1 Define the term prevailing winds. (k) 2.3.3 State the impact
More informationAPPENDIX G: INTERSECTION NEEDS AT OKEECHOBEE BOULEVARD
APPENDIX G: INTERSECTION NEEDS AT OKEECHOBEE BOULEVARD INTERSECTION NEEDS AT SR 7 and OKEECHOBEE BOULEVARD SR 7 Extension Project Development and Environment (PD&E) Study From Okeechobee Boulevard (SR
More informationBicycle Count Data. December 2008
Bicycle Count Data December 28 Published By: San Luis Obispo Public Works Department 919 Palm Street, San Luis Obispo, California 9341 Telephone (85) 781 719; FAX (85) 781 7198 www.slocity.org Introduction
More informationComments EXECUTIVE SUMMARY
Comments 1. Under any Alternatives, MCDOT should provide better at-grade pedestrian crossing of Georgia Avenue and Forest Glen Road, including improved crosswalks with wider medians and adequate signal
More informationCurrents measurements in the coast of Montevideo, Uruguay
Currents measurements in the coast of Montevideo, Uruguay M. Fossati, D. Bellón, E. Lorenzo & I. Piedra-Cueva Fluid Mechanics and Environmental Engineering Institute (IMFIA), School of Engineering, Research
More informationPedestrian Level Wind Study. 350 Sparks Street. Ottawa, Ontario
Pedestrian Level Wind Study 350 Sparks Street Ottawa, Ontario REPORT: GWE15-029-PLW Prepared For: Robert Sampson, OAA, MRAIC, Principal WZMH Architects 1500 95 St. Clair Ave. W. Toronto, Ontario M4V 1N6
More information6060 North Central Expressway Mixed-Use Site Dallas, Texas
Volume 1 Traffic Impact Analysis 6060 North Central Expressway Mixed-Use Site Dallas, Texas April 30, 2018 Kimley-Horn and Associates, Inc. Dallas, Texas Project #063238300 Registered Firm F-928 Traffic
More informationLake Whitney Elementary School
Lake Whitney Elementary School SCHOOL ROUTE PLAN For LAKE WHITNEY ELEMENTARY SCHOOL LOCATION 18 ORANGE COUNTY Prepared for: ORANGE COUNTY SCHOOL ASSESSMENT PROGRAM ORANGE COUNTY PUBLIC WORKS Traffic Engineering
More informationTROUT CREEK WATERSHED (Second Year of Snowline Data)
Extent of Snow Cover During the 2002 Spring Freshet For the TROUT CREEK WATERSHED (Second Year of Snowline Data) (Penticton Forest District) 1.0 INTRODUCTION The extent of snow cover over a watershed basin
More informationTHE SAN FRANCISCO YACHT CLUB
THE SAN FRANCISCO YACHT CLUB 98 BEACH ROAD, PO BOX 379, BELVEDERE, CALIFORNIA 94920 RACE OFFICE 415-789-5647 MELGES 20, MELGES 24, & OPEN 5.70 PACIFIC COAST CHAMPIONSHIPS EASOM FOUNDERS TROPHY REGATTA
More informationORDINANCE NO. SB-3131
ORDINANCE NO. SB-3131 AN ORDINANCE MAKING FINDINGS AND ESTABLISHING A STAR BOND PROJECT DISTRICT WITHIN THE CITY OF OVERLAND PARK, KANSAS PURSUANT TO K.S.A. 12-17,160 ET SEQ., AS AMENDED (BLUHAWK STAR
More informationTRAFFIC MANAGEMENT PLAN
292 84 140440 TRAFFIC MANAGEMENT PLAN The purpose of the Traffic Management Plan (TMP) is to have established procedures for traffic flow and circulation around the elementary school related to student
More information7.0 FREEWAYS CONGESTION HOT SPOT PROBLEM & IMPROVEMENT PROJECT ANALYSIS & DEFINITION
7.0 FREEWAYS CONGESTION HOT SPOT PROBLEM & IMPROVEMENT PROJECT ANALYSIS & DEFINITION 7.1 INTRODUCTION & METHODOLOGY FEASIBILITY REPORT Congestion hot spot problem locations have been assessed using the
More informationPatuxent Green Golf Course
Patuxent Green Golf Course Laurel, Maryland February 23, 2018 Traffic Impact Analysis Prepared for: ADC Builders Alan Cohen 2701 Tower Oaks Boulevard, Suite 200 Rockville, Maryland 20852 TABLE OF CONTENTS
More informationNOR & Sailing Instructions 2017 J24 Class Thursday Evening Series Organizing Authority: Piscataqua Sailing Association and Fleet 139
NOR & Sailing Instructions 2017 J24 Class Thursday Evening Series Organizing Authority: Piscataqua Sailing Association and Fleet 139 1. Rules. Racing will be governed by The Racing Rules of Sailing 2017-2020
More informationMeteorology I Pre test for the Second Examination
Meteorology I Pre test for the Second Examination MULTIPLE CHOICE 1. A primary reason why land areas warm up more rapidly than water areas is that a) on land, all solar energy is absorbed in a shallow
More informationDesign Traffic Technical Memorandum
State Road 7 Extension PD&E Study Design Traffic Technical Memorandum Palm Beach County, FL October 2010 State Road 7 Extension PD&E Study Design Traffic Technical Memorandum Palm Beach County, FL Prepared
More informationINDUSTRIAL BUILDING 1660 COMSTOCK ROAD CITY OF OTTAWA TRANSPORTATION OVERVIEW. Prepared for:
INDUSTRIAL BUILDING 1660 COMSTOCK ROAD CITY OF OTTAWA TRANSPORTATION OVERVIEW Prepared for: Simluc Contractors Limited 2550 Blackwell Street, Ottawa K1B 5R1 October 18, 2013 113-584 Overview_1.doc D. J.
More informationVIP Tours of California Los Angeles Hotels Pickup Times
4 POINTS ( LAX ) 08:15 09:05 10:35 11:45 02:15 05:25 9750 AIRPORT BLVD. (310)645-4600 4 POINTS (CULVER CITY) 08:00 08:50 10:30 11:30 02:00 05:00 5990 GREEN VALLEY CIRC. (310)641-7740 ADVENTURER 08:05 09:05
More informationTHE SAN FRANCISCO YACHT CLUB
THE SAN FRANCISCO YACHT CLUB 98 BEACH ROAD, PO BOX 379, BELVEDERE, CALIFORNIA 94920 RACE OFFICE 415-789-5647 JUNE INVITATIONAL REGATTA June 16-17, 2018 SAILING INSTRUCTIONS Organizing Authority: The San
More informationParis on the Grand Residential Development TIS Response to City of Brant Comments APPROACH LEFT MOE LEFT THROUGH RIGHT
Project: 110650 Transportation Planning Transit Planning Glenn Scheels, MCIP, RPP GSP Group 201-72 Victoria Street South Kitchener ON N2G 4Y9 Dear : Traffic Engineering Parking Planning Re: Paris on the
More informationPROPOSED BICYCLE AND PEDESTRIAN FACILITY Vicinity of Route 123/I-495 Interchange Tysons, Fairfax County, Virginia
PROPOSED BICYCLE AND PEDESTRIAN FACILITY Vicinity of Route 123/I-495 Interchange Tysons, Fairfax County, Virginia PRELIMINARY ENGINEERING REPORT Prepared for: Prepared by: July 2017 Table of Contents 1
More informationATMOSPHERIC CIRCULATION
Name ATMOSPHERIC CIRCULATION (adapted from Dr. S. Postawko, U. of Ok.) INTRODUCTION Why does the wind blow? Why do weather systems in the mid-latitudes typically move from west to east? Now that we've
More informationAssembly Committee Document 7.5
Assembly Committee Document 7.5 Proposed Section 21.07.130C., Tall Buildings, amending and replacing the Tall Buildings section content as it appeared in Assembly Document 7.4.A. May 6, 2010 C. Tall Buildings
More informationTraffic Impact Analysis Walton Acres at Riverwood Athletic Club Clayton, NC
Traffic Impact Analysis Walton Acres at Riverwood Athletic Club Clayton, NC 1. TABLE OF CONTENTS INTRODUCTION...1 1.1. Site Location and Study Area...1 1.2. Proposed Land Use and Site Access...2 1.3.
More informationTRAFFIC STUDY GUIDELINES Clarksville Street Department
TRAFFIC STUDY GUIDELINES Clarksville Street Department 9/1/2009 Introduction Traffic studies are used to help the city determine potential impacts to the operation of the surrounding roadway network. Two
More informationPort of Long Beach Monitoring Program Effects of Southern California Wildfires
Port of Long Beach Monitoring Program Effects of Southern California Wildfires Four graphs are provided covering the period October 18-25, 2007, that illustrate the effects of the Southern California wildfires
More informationTRANSPORTATION ANALYSIS REPORT US Route 6 Huron, Erie County, Ohio
TRANSPORTATION ANALYSIS REPORT US Route 6 Huron, Erie County, Ohio December 12, 2012 Prepared for: The City of Huron 417 Main Huron, OH 44839 Providing Practical Experience Technical Excellence and Client
More informationOnni Group of Companies TRANSPORTATION STUDY FOR THE PROPOSED DEVELOPMENT AT 13 TH STREET/LONSDALE, CITY OF NORTH VANCOUVER, BC FINAL REPORT
Onni Group of Companies TRANSPORTATION STUDY FOR THE PROPOSED DEVELOENT AT 13 TH STREET/LONSDALE, CITY OF NORTH VANCOUVER, BC FINAL REPORT OCTOBER 10, 2012 Onni Group of Companies DOCUMENT CONTROL Client:
More information5.3 TRAFFIC, CIRCULATION AND PARKING
5.3 TRAFFIC, CIRCULATION AND PARKING This section is based upon the Downtown Lancaster Specific Plan Traffic Impact Analysis (April 2, 2008) and the Downtown Lancaster Specific Plan Parking Analysis (May
More informationMEDICAL/OFFICE BUILDING 1637 BANK STREET OTTAWA, ONTARIO TRANSPORTATION OVERVIEW. Prepared for:
MEDICAL/OFFICE BUILDING 1637 BANK STREET OTTAWA, ONTARIO TRANSPORTATION OVERVIEW Prepared for: 2434984 Ontario Inc. 13-5510 Canotek Road Ottawa, Ontario K1J 9J5 June 4, 2015 115-613 Report_2.doc D. J.
More informationRESILIENT INFRASTRUCTURE June 1 4, 2016
RESILIENT INFRASTRUCTURE June 1 4, 2016 CASE STUDIES ON THE IMPACT OF SURROUNDING BUILDINGS ON WIND-INDUCED RESPONSE John Kilpatrick Rowan Williams Davies and Irwin, Guelph, Ontario, Canada ABSTRACT In
More information4.11 Transportation and Traffic
4.11.1 Introduction This section evaluates whether implementation of the Russian River Estuary Management Project (Estuary Management Project) would result in potential adverse impacts related to transportation
More informationMarch 25, Katherine Grechuta MCIP, RPP, LEED AP Planner FoTenn Planning & Urban Design 223 McLeod Street Ottawa, ON, K2P 0Z8. Dear Ms.
March 25, 2013 Katherine Grechuta MCIP, RPP, LEED AP Planner FoTenn Planning & Urban Design 223 McLeod Street Ottawa, ON, K2P 0Z8 Dear Ms. Grechuta: Re: 845 Carling Avenue, Ottawa Qualitative Pedestrian
More informationSUNY Canton Wind Energy System
SUNY Canton Wind Energy System Visual Assessment June 2013 Prepared for the New York Power Authority and the State University of New York at Canton VISUAL ASSESSMENT / PHOTOMONTAGE One part of a wind project,
More informationLong Beach Island Holgate Spit Little Egg Inlet Historical Evolution Introduction Longshore Transport Map, Survey and Photo Historic Sequence
Appendix B Long Beach Island Holgate Spit Little Egg Inlet Historical Evolution Introduction The undeveloped southern end of Long Beach Island (LBI) is referred to as the Holgate spit as it adjoins the
More informationAn Overview of Wind Engineering Where Climate Meets Design
An Overview of Wind Engineering Where Climate Meets Design Presented by Derek Kelly, M.Eng., P.Eng. Principal/Project Manager www.rwdi.com RWDI Leadership & Consulting Expertise RWDI Consulting Engineers
More informationAir Pressure and Wind
Air Pressure and Wind 19.1 Understanding Air Pressure Air Pressure Defined Air pressure is the pressure exerted by the weight of air. Air pressure is exerted in all directions down, up, and sideways. The
More informationURBAN QUARRY HEADQUARTERS 2717 STEVENAGE DRIVE CITY OF OTTAWA TRANSPORTATION OVERVIEW. Prepared for: Urban Quarry 4123 Belgreen Drive, Ottawa K1G 3N2
URBAN QUARRY HEADQUARTERS 2717 STEVENAGE DRIVE CITY OF OTTAWA TRANSPORTATION OVERVIEW Prepared for: Urban Quarry 4123 Belgreen Drive, Ottawa K1G 3N2 February 27, 2014 113-584 Overview_1.doc D. J. Halpenny
More informationPedestrian Level Wind Study. 83 East Street. Oakville, Ontario
Pedestrian Level Wind Study 83 East Street Oakville, Ontario REPORT: GWE15-105-PLW Prepared For: Mr. Konstantine Simionopoulos Symel Group 23 Woodcliff Place Toronto, Ontario M3B 3A5 Prepared By: Andrew
More information4. ENVIRONMENTAL IMPACT ANALYSIS 9. TRANSPORTATION AND TRAFFIC
4. ENVIRONMENTAL IMPACT ANALYSIS 9. TRANSPORTATION AND TRAFFIC 4.9.1 INTRODUCTION The following section addresses the Proposed Project s impact on transportation and traffic based on the Traffic Study
More informationQUICKIE C STORE AND GAS BAR 1780 HERON ROAD OTTAWA, ONTARIO TRANSPORTATION BRIEF. Prepared for:
QUICKIE C STORE AND GAS BAR 1780 HERON ROAD OTTAWA, ONTARIO TRANSPORTATION BRIEF Prepared for: Quickie Convenience Stores Larny Holdings Ltd. c/o PBC Group April 15, 2015 115-615 Report_1.doc D. J. Halpenny
More informationTraffic Circulation Study for Neighborhood Southwest of Mockingbird Lane and Airline Road, Highland Park, Texas
ARIZONA TEXAS NEW MEXICO OKLAHOMA February 13, 2015 Mr. Meran Dadgostar P.E., R.S. Town of Highland Park 4700 Drexel Dr. Highland Park, Texas 75205 Re: Traffic Circulation Study for Neighborhood Southwest
More informationHENDERSON DEVELOPMENT 213, 217, 221, 221 ½, 223 HENDERSON AVENUE and 65 TEMPLETON STREET OTTAWA, ONTARIO TRANSPORTATION OVERVIEW.
HENDERSON DEVELOPMENT 213, 217, 221, 221 ½, 223 HENDERSON AVENUE and 65 TEMPLETON STREET OTTAWA, ONTARIO TRANSPORTATION OVERVIEW Prepared for: 2294170 Ontario Inc. February 2, 2017 117-652 Report_1.doc
More informationWorldwide Wind 1-2 KEY CONCEPTS AND PROCESS SKILLS KEY VOCABULARY ACTIVITY OVERVIEW E-191
Worldwide Wind 40- to 1-2 50-minute sessions ACTIVITY OVERVIEW COMPUTER 68 SIMUL ATION Students use a computer simulation to identify the most common wind direction in a particular location. They share
More informationSimulating Street-Running LRT Terminus Station Options in Dense Urban Environments Shaumik Pal, Rajat Parashar and Michael Meyer
Simulating Street-Running LRT Terminus Station Options in Dense Urban Environments Shaumik Pal, Rajat Parashar and Michael Meyer Abstract The Exposition Corridor transit project is a light rail project
More informationNOTICE TO COMPETITORS:
52nd ANNUAL DON Q. RUM KEG SNIPE REGATTA MARCH 23-25, 2018 COCONUT GROVE SAILING CLUB, AND SNIPE FLEET 7 SPONSORED BY DESTILERIA SERRALLES SAILING INSTRUCTIONS 1. RULES: 1.1. The race will be governed
More information2017 Lido 14 National
August 11-13, 2017 (with a Sat / Sun only Option) Newport Beach, California (Five Points/Turning Basin) Notice of Race The Lido 14 Fleet one, the Balboa Yacht Club in association with the Lido Isle Yacht
More informationLawrence Loop SWOT Analysis
Alignment: A1 (Map Color: Red) Description: This alignment connects to the Sandra Shaw Trail on the north side of the pond and heads north through undeveloped property and then west to Michigan Street
More informationList of Attachments. Location Map... Site Plan... City of Lake Elsinore Circulation Element... City of Lake Elsinore Roadway Cross-Sections...
List of Attachments Exhibits Location Map... Site Plan... City of Lake Elsinore Circulation Element... City of Lake Elsinore Roadway Cross-Sections... Existing Lane Geometry and Traffic Controls... Existing
More informationTask 16: Impact on Lummi Cultural Properties
Gateway Pacific Terminal Vessel Traffic and Risk Assessment Study Task 16: Impact on Lummi Cultural Properties Prepared for Pacific International Terminals, Inc. Prepared by The Glosten Associates, Inc.
More information