Document.Pdf

Total Page:16

File Type:pdf, Size:1020Kb

Document.Pdf CENTRAL LOCATION LEGEND ACCESS TO MAJOR ROADS TRANSPORTATION MAP KINZIE ST CTA TRAIN ROUTES P P P P CHICAGO WATER TAXI DIVVY STATION P P CLARK STREET P LASALLE STREET PARKING DEARBORN STREET P CHICAGO WATER TAXI LOWER WACKER LOWER WACKER SOUTH WATER STREET P P CHICAGO WATER TAXI P LAKESHORE EAST PARK STATE STREET LAKE STREET P P P P P P P MILLENNIUM STATION P P P RANDOLPH STREET P METRA SOUTH SHORE P OGILVIE TRANSPORTATION P P P CENTER P WALK TIME TO OLGIVIE WASHINGTON STREET MICHIGAN AVENUE MILLENNIUM PARK MAGGIE DALEY PARK 10 MINUTES P P COLUMBUS DRIVE WABASH AVENUE P LOWER WACKER CHICAGO WATER TAXI P MADISON STREET P P P P P CLARK STREET LASALLE STREET MONROE STREET EET R P P P WALK TIME TO WALK TIME TO P BUTLER FIELD MONROE BLUE LINE MONROE RED LINE 5 MINUTES 6 MINUTES CANAL STREET P WELLS STREET CLINTON STREET JEFFERSON STREET DESPLAINES ST ADAMS STREET UNION WALK TIME TO UNION STATION P P P STATION WALK TIME TO QUINCY/WELLS STOP MICHIGAN AVENUE 7 MINUTES P LAKE SHORE DRIVE STATE STREET P 1 MINUTE DEARBORN STREET FRANKLIN STREET JACKSON BOULEVARD P P P P P P P P P P P P VAN BUREN STREET P P CONGRESS PARKWAY 2 WELLS STREET LASALLE STREET MONROE STREET 145 south wells W HOTEL ADAMS STREET WILLIS TOWER PARKING JW MARRIOT 3 AVAILABLE 2018 KEY PROPERTY STATISTICS ADDRESS 145 South Wells Chicago, IL 60603 EXPECTED COMPLETION 2018 ARCHITECT TRA | Thomas Roszak Architecture TOTAL PROPERTY RSF 204,421 - includes 4,099 square feet of retail FLOORS 20 including lobby, parking, 17 office floors, 20th floor amenity level, and mechanical FLOORPLATE 11,360 to 12,561 RSF SLAB-TO-SLAB HEIGHT 12”-8” PARKING 24 stall executive parking garage 4 o���� ���� on /HYHO $PHQLWLHV /HYHO $PHQLWLHV 2IILFH 2IILFH 2IILFH 2IILFH 2IILFH 2IILFH 2IILFH 2IILFH)OUV 2IILFH 2IILFH 2IILFH 145 south wells 2IILFH 2IILFH /HYHO 2IILFH 2IILFH 2IILFH 2IILFH)OUV 2IILFH 2IILFH /HYHO )5 (( ' 2: 1/ 2$ ' # 3DUNLQJ 5 ( 9,7& $5 6&2 0 /HYHO 3DUNLQJ %2+ /REE\ 5HWDLO /REE\ /HYHO MOCERI+ROSZAK 200,322 RSF OF AVAILABLE OFFICE116 SPACE w. illinois street, 5e, chicago, il 60654 tel: 312.423.7989 18 17 FLOORS 11,400 TO 12,500 RSF FLOOR PLATE 12’8” CONCRETE CEILINGS FLOOR TO CEILING GLASS WINDOWS 24 EXECUTIVE PARKING STALLS 5 PROPOSED AMENITY LEVEL B AMENITIES POTENTIAL FOR TENANTS TO CUSTOMIZE THE AMENITY SPACE • OUTDOOR POOL • GOLF SIMULATOR • SUNDECK • FITNESS CENTER • SOCIAL ROOM • BREAK-OUT SPACE • COFFEE/MARTINI BAR • YOGA/SPIN ROOM • CONFERENCE/MEETING ROOMS • ECO-GARDEN GREEN-SPACE • BIKE STORAGE • CHANGE ROOM WITH LOCKERS CONCEPTUAL RENDERING - AMENITY TERRACE 6 GROUND FLOOR PLAN 145 south wells CONCEPTUAL RENDERING - LOBBY 7 FLOORPLAN LEVELS 3-8 8 FLOORPLAN LEVELS 9-19 145 south wells 9 CONCEPTUAL TEST FIT MECHANICAL STAIR 2 ELEVATOR ELEVATOR S 5 ELEVATOR ELEVATOR 4 3 ELEVATOR ELEVATOR 145 S. WELLS STREET2 1 OPEN LAYOUT MOCERI + ROSZAK STAIR ISOMETRIC1 - OPEN LAYOUT THOMAS ROSZAK ARCHITECTURE 145 S. WELLS STREET MOCERI + ROSZAK PLAN - OPEN LAYOUT THOMAS ROSZAK ARCHITECTURE MECHANICAL STAIR ELEVATOR ELEVATOR 2 S 5 ELEVATOR ELEVATOR 4 3 ELEVATOR ELEVATOR 145 S. WELLS2 STREET1 MOCERI + ROSZAK STAIR ISOMETRIC1 - TRADITIONAL PRIVATE LAYOUT TRADITIONAL PRIVATE LAYOUT THOMAS ROSZAK ARCHITECTURE 145 S. WELLS STREET MOCERI + ROSZAK PLAN - TRADITIONAL PRIVATE LAYOUT THOMAS ROSZAK ARCHITECTURE 10 MECHANICAL STAIR 2 ELEVATOR ELEVATOR S 5 ELEVATOR ELEVATOR 4 3 145 S. WELLS STREET MOCERI + ROSZAK ELEVATOR ELEVATOR 145 S. WELLS STREET MOCERI + ROSZAK ISOMETRIC2 - TRADITIONAL1 CUBE LAYOUT THOMAS ROSZAK ARCHITECTURE STAIR ISOMETRIC - OPEN LAYOUT THOMAS ROSZAK ARCHITECTURE 1 TRADITIONAL CUBE LAYOUT 145 south wells 145 S. WELLS STREET MOCERI + ROSZAK PLAN - TRADITIONAL CUBE LAYOUT THOMAS ROSZAK ARCHITECTURE 11 CONCEPTUAL RENDERING - CAFE/BAR CONCEPTUAL RENDERING - LOUNGE 12 145 south wells CONCEPT IMAGES 13 CONTACTS NIKKI KERN EXECUTIVE VICE PRESIDENT 312.228.2675 [email protected] MASON TAYLOR VICE PRESIDENT 312.228.2431 [email protected].
Recommended publications
  • Improving Elevator Performance by Monitoring Elevator Cab Volume by James O’Laughlin
    EW ECO-ISSUES: Continuing Education Improving Elevator Performance by Monitoring Elevator Cab Volume by James O’Laughlin Learning Objectives After reading this article, you should: N Understand why some elevator applications have the problem of full elevator cabs stopping unnecessarily to service hall calls. N Be able to describe several methods that help minimize the problem of full elevator cabs stopping unnecessarily to serv- ice hall calls. N Recognize why camera technol- ogy provides a better solution for monitoring consumed elevator- cab volume. N Know the application require- ments for monitoring consumed CEDES ESPROS/VOL camera installation (photo elevator-cab volume using courtesy of New York Elevator) infrared camera technology. sponding to hall calls. Increasing the N Obtain knowledge regarding the number of elevators is one possibil- installation and operation of the ity, but is generally cost prohibitive. CEDES ESPROS/VOL Camera Destination-dispatch systems can sensor. also help to alleviate this issue. How- ever, destination-dispatch systems Optimal elevator system perform- are best implemented in new instal- ance has always been a concern for lations, and also may be cost prohib- facilities and building management. itive for modernization applications. People expect that the elevator will More cost-effective solutions include Value: 1 contact hour arrive shortly after they press the hall using load-weighing systems or call button. When the elevator ar- camera-based monitoring to deter- This article is part of ELEVATOR WORLD’s mine a threshold that corresponds to rives, people are disappointed when Continuing Education program. Elevator-industry it is full, and they have to press the the consumed volume inside the ele- personnel required to obtain continuing-education hall call button and wait for the next vator cab.
    [Show full text]
  • Dynamic Changes in Rail Shipping Mechanisms for Grain
    Agribusiness and Applied Economics Report No. 798 June 2020 Dynamic Changes in Rail Shipping Mechanisms for Grain Dr. William W Wilson Department of Agribusiness & Applied Economics Agricultural Experiment Station North Dakota State University Fargo, ND 58108-6050 ACKNOWLEDGEMENTS NDSU does not discriminate in its programs and activities on the basis of age, color, gender expression/identity, genetic information, marital status, national origin, participation in lawful off-campus activity, physical or mental disability, pregnancy, public assistance status, race, religion, sex, sexual orientation, spousal relationship to current employee, or veteran status, as applicable. Direct inquiries to Vice Provost for Title IX/ADA Coordinator, Old Main 201, NDSU Main Campus, 7901-231-7708, ndsu.eoaa.ndsu.edu. This publication will be made available in alternative formats for people with disabilities upon request, 701-231-7881. NDSU is an equal opportunity institution. Copyright ©2020 by William W. Wilson. All rights reserved. Readers may make verbatim copies of this document for non-commercial purposes by any means, provided this copyright notice appears on all such copies. ABSTRACT Grain shipping involves many sources of risk and uncertainty. In response to these dynamic challenges faced by shippers, railroad carriers offer various types of forward contracting and allocation instruments. An important feature of the U.S. grain marketing system is that there are now a number of pricing and allocation mechanisms used by most rail carriers. These have evolved since the late 1980’s and have had important changes in their features over time. The operations and impact of these mechanisms are not well understood, yet are frequently the subject of public criticism and studies and at the same time are revered by (some) market participants.
    [Show full text]
  • 1650 N Wells St Chicago, Il 60614
    OLD TOWN RETAIL / OFFICE / MEDICAL SPACE FOR LEASE 1650 N WELLS ST CHICAGO, IL 60614 Wayne Caplan Senior Vice Michael Elam President Associate Advisor 312.529.5791 312.756.7331 [email protected] [email protected] SVN | CHICAGO COMMERCIAL | 940 WEST ADAMS STREET, SUITE 200, CHICAGO, IL 60607 LEASE BROCHURE Property Highlights PROPERTY SUMMARY PROPERTY HIGHLIGHTS Available SF: 2,000 - 6,910 SF • PRICE REDUCED - BEST DEAL ON OLD TOWN RETAIL SPACE • Perfect location for spas, medical / dental offices, apparel retailers, service providers, fitness users, and food users Lease Rate: $26.50 SF/YR (NNN) • 2,000 - 6,910 SF of retail / office space immediately available for lease Lot Size: 10,608 SF • Up to 69'-4" of frontage on Wells Street in Chicago's Old Town neighborhood • 2 spaces currently built-out as a former fitness tudios and an apparel store Building Size: 13,300 SF • Divisible to spaces as small as 2,000 SF • Tenant improvement allowance available for qualified enat nts Zoning: B3-5 • Just steps to Piper's Alley (featuring The Second City), Zanies Comedy Club, The Moody Church, Walgreens, Starbucks, Market: Chicago many other quality tenants • Easy access to CTA buses and trains (Brown and Purple lines), Lake Shore Drive, and Lincoln Park Zoo Submarket: Old Town / Lincoln Park • Surrounded by excellent demographics with high household incomes, high home values, and dense populations OLD TOWN RETAIL / OFFICE / MEDICAL SPACE FOR LEASE | 1650 N WELLS ST CHICAGO, IL 60614 SVN | Chicago Commercial | Page 2 The information presented here is deemed to be accurate, but it has not been independently verified.
    [Show full text]
  • Iiii3 9080 02993 0523Iiii
    MIT LIBRARIESI IIII390803 0002993 02993 0523IIII0523 .2: HYDDIEAICS THE HYDROFOIL BOAT (Dos Tragflugelboot) AME 'IGCS Dipl..Ing. K. Bililer STRUCTURAL MECHANICS Translated by E.N. Lobouvie, Ph. D. APPLIED MAhETICS December 1959 Translation 293 PrNC-TN~6 (Rev. 9-b8) ' II This tuwstln.to be disdnd oely wNlt~ith m s thmit off tA* IWld States Ord ts TnrlfftwIn. ,IMI ilMMIM liIIi i il li 111 . -,11 THE HYDROFOIL BOAT (Das Tragfliigelboot) by Dipl.-Ing. K. Builler HANSA, No. 33/34 (1952), p. 1090 Translated by E.N. Labouvie, Ph. D. December 1959 Translation 293 ABSTRACT This report gives a short summary of the development of the hydrofoil boat during the past 50 years. The limitations of size, the power required, and the stability of these high-speed boats are discussed. 6nrr I- I I_, I I __I 311~ba~ 0 'THE HYDROFOIL BOAT Although work has been going forward on the development of the hydrofoil boat for more than fifty years and although a number of such boats of the most diverse types and sizes have been constructed, the general public is not very familiar with this type of high-speed craft. However, the state of research and technology as well as the test results obtained with hydrofoil boats built thus far have enabled us for years to utilize hydrofoil boats which are of considerable size and are safe to operate in ship traffic. The technical and economic inter- est presently being shown in these boats justifies the assumption that the hydrofoil boat will soon develop into a familiar means of transportation in high-speed ship traffic.
    [Show full text]
  • ELEVATOR INTERIOR DESIGN DESIGN SERIES Contact & About Table of Contents
    ELEVATOR INTERIOR DESIGN DESIGN SERIES Contact & About Table of Contents Website www.ElevatorID.com Section 1 Contact / About EID • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 Address 100 Marine Blvd Section 2 Elevator Cab Design Introduction • • • • • • • • • • • • • • • • • 3 Lynn, MA 01905 Elevator Cab Design Elevator Cab Series 100 • • • • • • • • • • • • • • • • • • • • • • • • • 5 Telephone (781) 596-4200 Elevator Cab Series 200 • • • • • • • • • • • • • • • • • • • • • • • • • 7 Fax (781) 596-4222 Elevator Cab Series 300 • • • • • • • • • • • • • • • • • • • • • • • • • 9 Elevator Cab Series 400 • • • • • • • • • • • • • • • • • • • • • • • • • 11 Note: An employee directory and further contact information is available on our website. Please visit ElevatorID.com/contact Elevator Cab Series 500 • • • • • • • • • • • • • • • • • • • • • • • • • 13 Section 3 Island Ceiling Design • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 15 Formed to meet the needs of the ever expanding demands Through inventive collaboration and fusion of your About Elevator Interior Design Elevator Component Design Elevator Handrail Design • • • • • • • • • • • • • • • • • • • • • • • • • 17 and creative passions that fuel our world, Elevator Interior ideas along with our product expertise and command of Design provides the finest elevator cabs in the industry. materials, we deliver an elevator cab design that stretches the boundaries of imagination. Section 4 Material Selection Introduction • • • • • • • • • • • • • • • • • • • 19
    [Show full text]
  • Elevator Cab Refurbishment Specification
    Elevator Cab Refurbishment Specification LOCATION OF PROPERTY: EQUIPMENT DESCRIPTION: UC Hastings Three (3) Traction Elevators 100 McAllister St. San Francisco, CA SPECIFICATION TYPE: SPECIFICATION DATE: Elevator Cab Refurbishment April 4, 2018 Part I: General Conditions A. Form of Agreement 1. This Specification was written to be included as an attachment to a refurbishment or construction form of agreement. Throughout this document, the word “Agreement” shall refer to that agreement, as well as any/all attachments, including this specification. It is acknowledged that, in some cases, terms and conditions found in this Specification may overlap with terms and conditions found in the Agreement. In most cases, such overlap will occur because this Specification has terms specific to an elevator refurbishment, versus the Agreement which is a general document. Wherever overlap or conflict exists within or between any portion of the Agreement and any attachment, the most stringent terms and conditions shall apply. 2. If any conflict or discrepancy occurs in this specification with respect to the work specified, Contractor shall notify ECA immediately so that ECA may issue an appropriate amendment to the specification. If such a conflict or discrepancy is discovered after the award of the Agreement, it shall be assumed that Contractor has bid according to the more expensive option. In no case shall a chargeable change order result from a conflict or discrepancy within the Agreement. B. Scope 1. The scope of this specification and the resulting Agreement is for the cab refurbishment of the subject elevator equipment. Contractor is fully responsible for all work required to perform the refurbishment according to industry standards and all applicable codes, laws and guidelines as modified by any authority having jurisdiction, except where specific tasks and functions are explicitly stated within the Agreement to be the responsibility of another party.
    [Show full text]
  • Grain and Soybean Industry Dynamics and Rail Service
    Grain and Soybean Industry Dynamics and Rail Service Analytical Models of Rail Service Operations Final Report Michael Hyland, Hani Mahmassani, Lama Bou Mjahed, and Breton Johnson Northwestern University Transportation Center (NUTC) Parr Rosson Texas A&M University 1 Executive Summary To remain globally competitive, the United States’ grain industry and associated transportation services underwent significant restructuring over the past fifteen years. New technologies, helped by weather changes, led to sustained yield volume increases in the Upper Midwest. To move larger volumes faster and at lower cost, the railroad industry introduced shuttle train service. Traveling as a unit to the same destination, shuttle trains save considerable time in transit and potential delay, bypassing intermediate classification yards. Grain shippers concurrently began consolidating and storing grain in larger, more efficient terminal elevators (shuttle loaders) instead of country elevators. This report examines the effectiveness of shuttle train service and the terminal elevators supporting the shuttle train system, under different demand levels, through the formulation of simple mathematical models. In order to compare shuttle and conventional rail service, this paper introduces three distinct models. The first model, referred to as the ‘time model’, determines the time it takes to transport grain from the farm to a destination (e.g. an export elevator). The second model, referred to as the ‘engineering cost model’, determines the aggregate variable costs of transporting grain from the farm to an export elevator. The third model, referred to as the ‘capacity model’, determines the maximum attainable capacity (i.e. throughput) of a rail network as a function of demand for rail transport and the percentage of railcars on the network being moved via shuttle service and conventional service.
    [Show full text]
  • Nebraska Railway Council Study
    NEBRASKA RAILWAY COUNCIL STUDY Wilbur Smith Associates in association with HWS Consulting Group Denver Tolliver, Ph.D. NEBRASKA RAILWAY COUNCIL STUDY prepared by Wilbur Smith Associates in association with HWS Consulting Group Denver Tolliver, Ph.D. December 4, 2003 TABLE OF CONTENTS Chapter Page No. 1 Nebraska Rail System 1-1 Rail System Components 1-1 Freight Railroads 1-1 Rail System Use 1-5 Rail Freight Traffic 1-6 Traffic Density 1-8 2 Grain Transportation 2-1 Modal Share 2-1 Rail Shipments 2-2 Strategic Agricultural Issues 2-4 Railroad Rates and Grain Elevator Network Characteristics 2-8 3 Light Density Lines 3-1 Light Density Line System 3-1 Screening Process 3-3 Core System Delineation 3-5 LDL Core System 3-6 Appendices Appendix A – Grain Transportation Analysis Appendix B – Light Density Lines Appendix C – LDL Elevator Locations Nebraska Railway Council Study i EXHIBITS Exhibit No. Page No. 1-1 Nebraska Rail System 1-2 1-2 Nebraska Freight Railroads 2002 1-3 1-3 Nebraska Rail Movements 2000 1-6 1-4 Nebraska Rail Commodity Volumes 2000 1-7 1-5 Destination of Shipments Originating in Nebraska 1-9 1-6 Origination of Shipments Terminating in Nebraska 1-10 1-7 Nebraska Rail Density 1-11 2-1 Nebraska Cereal Grain Transportation 1997 2-1 2-2 Nebraska Rail Grain Shipments 2000 2-2 2-3 Rail Grain Destinations 2000 2-3 2-4 Major Grain Elevators and Corn Production by County 2-5 2-5 Ethanol Plants Nebraska 2-6 2-6 Inbound Grain Shipment Distances 2-8 2-7 Grain Elevator Delivery Truck Configurations 2-9 2-8 Shuttle Elevator Radial Market 2-10 3-1 Nebraska Light Density Line System 3-2 3-2 LDL System by Railroad 3-1 3-3 Screening Process Flow Diagram 3-4 3-4 LDL Core System 3-7 3-5 Core System Light Density Lines 3-8 Nebraska Railway Council Study ii Chapter 1 NEBRASKA RAIL SYSTEM This chapter defines the Nebraska rail system by describing the major characteristics of each of the system’s components and the use made of them.
    [Show full text]
  • Accessibility Review
    Accessibility Review Bell Island Ferry Service Department of Transportation & Works October 2017 MV Legionnaire MV Flanders Kathy J. Hawkins Manager, InclusionNL [email protected] www.inclusionNL.ca TF: (844) 517-1376 [email protected] Table of Contents Introduction …………………………………………………………………………………………….. 3 CTA Ferry Accessibility Code of Practice …………………………………………………… 3 1. Vessel Accessibility …………………………………………………………………………….. 5 MV Legionnaire………………………………………………………………………………….. 6 MV Flanders…………………………………………………………………………………….… 8 2. Maintenance……………………………………………………………………………………….. 10 3. Communication ………………………………………………………………………………….. 11 4. Disability Related Supports …………………………………………………………….…… 12 5. Personnel Training ………………………………………………………………………….…… 12 Overview of Recommendations ………………………………………………………………. 14 2 | Page Introduction The Dept. of Transportation and Works have engaged in a partnership with InclusionNL to review the accessibility features available on the vessels operating on the Bell Island Ferry Services (BIFS). As a part of this partnership, InclusionNL has completed an accessibility review of the MV Legionnaire and the MV Flanders. Staff has also spoken with passengers using the BIFS and have received complaints regarding barriers they may have experienced related to the accessibility on either of the vessels. The Bell Island Ferry Service is operational with two passenger ferries, the MV Legionnaire and the MV Flanders. Both ferries have unique characteristics related specifically to the accessibility of the ferry as passengers
    [Show full text]
  • Motor Alignment Procedure with Machine Installed & Cables On
    Document Name Date Rev. Page Bulletin MOTOR ALIGNMENT PROCEDURE 12/13/18 B 1 of 2 1006 MACHINE INSTALLED MOTOR ALIGNMENT PROCEDURE WITH MACHINE INSTALLED & CABLES ON Procedure: 1. With car empty, land counterweight, then release the brake. Turn the brake drum or disc until balance is made. 2. Loosen the brake springs on the brake. Unbolt the brake and slide the brake as far as possible toward the machine (gear-box) housing, making sure the brake shoes are clear of the drum or disc. 3. Take all bolts out of the motor coupling and install two (2) 5/16" tram rods (approximately 7" long) into the motor coupling (180° apart). Put two (2) 90° Starrett Model #196 indicators on one (1) tramming rod with one against the face of the brake drum or disc, and the other on the O.D. of the brake drum or disc. See Fig. 1 for indicator positioning. 4. Turn the tram rods horizontally with the drum or disc until a "0" reading is obtained. Swing the tram rods, turning with the indicator, 180° on the brake drum or disc. 5. While taking readings of the indicators, you should tap the motor (depending on reading) as you swing 180°. They should both read "0" on the drum or disc. 6. This would indicate that the motor is straight in line with the brake drum or disc, and swinging the indicators to an upright position on top of the drum or disc, you would need to again take a reading. The indicator on the face tells you whether the back of the motor is high or low, while the indicator on the O.D.
    [Show full text]
  • Study on Medium Capacity Transit System Project in Metro Manila, the Republic of the Philippines
    Study on Economic Partnership Projects in Developing Countries in FY2014 Study on Medium Capacity Transit System Project in Metro Manila, The Republic of The Philippines Final Report February 2015 Prepared for: Ministry of Economy, Trade and Industry Ernst & Young ShinNihon LLC Japan External Trade Organization Prepared by: TOSTEMS, Inc. Oriental Consultants Global Co., Ltd. Mitsubishi Heavy Industries, Ltd. Japan Transportation Planning Association Reproduction Prohibited Preface This report shows the result of “Study on Economic Partnership Projects in Developing Countries in FY2014” prepared by the study group of TOSTEMS, Inc., Oriental Consultants Global Co., Ltd., Mitsubishi Heavy Industries, Ltd. and Japan Transportation Planning Association for Ministry of Economy, Trade and Industry. This study “Study on Medium Capacity Transit System Project in Metro Manila, The Republic of The Philippines” was conducted to examine the feasibility of the project which construct the medium capacity transit system to approximately 18km route from Sta. Mesa area through Mandaluyong City, Ortigas CBD and reach to Taytay City with project cost of 150 billion Yen. The project aim to reduce traffic congestion, strengthen the east-west axis by installing track-guided transport system and form the railway network with connecting existing and planning lines. We hope this study will contribute to the project implementation, and will become helpful for the relevant parties. February 2015 TOSTEMS, Inc. Oriental Consultants Global Co., Ltd. Mitsubishi Heavy
    [Show full text]
  • Presence Saint Joseph Hospital in Partnership with Our Community
    Presence Saint Joseph Hospital in Partnership with our Community Community Health Needs Assessment Report 2013 Presence Saint Joseph Hospital 2900 N. Lake Shore Drive Chicago, IL 60657 Table of Contents Ministry Overview ............................................................................................................................ 1 Target Areas and Populations ........................................................................................................ 2 CHNA Steering Committee ............................................................................................................. 3 CHNA Process ............................................................................................................................... 5 Mission, Vision and Values ............................................................................................................. 6 Community Health Profile Summary ............................................................................................... 7 Community Input Summary ............................................................................................................ 9 Community Asset Analysis ............................................................................................................. 11 Prioritized Health Needs ................................................................................................................. 12 Action Teams .................................................................................................................................
    [Show full text]