The Greater Chicago Region: a Logistics Epicenter
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CHICAGO PREMIUM OUTLETS 1650 Premium Outlets Boulevard | Aurora, IL 60504
CHICAGO PREMIUM OUTLETS 1650 Premium Outlets Boulevard | Aurora, IL 60504 SEMI-IMPROVED PADS AVAILABLE FOR SALE OR LEASE A. RICK SCARDINO Principal [email protected] 773.355.3040 All information furnished regarding property for sale, rental or financing is from sources deemed reliable, but no warranty or representation is made to the accuracy thereof and same is submitted to errors, omissions, change of price, rental or other conditions prior to sale, lease or financing or withdrawal without notice. No liability of any kind is to be imposed on the broker herein. 9450 West Bryn Mawr Avenue | Suite 550 | Rosemont, IL 60018 | 773.355.3000 (main) | www.lee-associates.com CHICAGO PREMIUM OUTLETS Semi-Improved Pads Available for Sale or Lease PROPERTY OVERVIEW HIGHLIGHTS: OPPORTUNITY IDENTIFICATION: • 687,000 SF Premium Outlet Center with Over 170 Stores • Semi-Improved Pads with Interstate 88 Visibility Available Surrounded by Strong Demographics • Pads are Situated at the Southeast Corner of the Property • Opened in May 2004 and was Expanded in August 2015 and Near Large Parking Fields • Chicago Premium Outlets is One of the Top Performing • Ideal for a Hotel, Full Service Restaurant, Retail, or Outlet Centers in the U.S. with 6,000,000 Annual Visitors Entertainment Users • The City of Aurora, with a Population of More Than TRAFFIC COUNTS: 199,000, is the Second Largest City in Illinois • Interstate 88 (Chicago-Kansas City Expressway): 94,000 VPD • Other Local Attractions Include Hollywood Casino, Paramount Theatre, and Two Brothers -
Transportationtransportation
Transportationtransportation City of Elmhurst Comprehensive Plan TransporTATion Elmhurst’s transportation system consists of an extensive roadway network, including direct access to Interstate High- ways I-290, I-294, and I-88, an extensive commuter rail and bus transit system, as well as a well-connected pedestrian and bike network. This transportation network allows for easy and accessible travel within the City and excellent con- nections to the surrounding metropolitan area. Elmhurst’s interstate highway and commuter rail access are among its strongest assets, making it a very desirable community for living and conducting business. Therefore, maintain- ing a well-functioning and efficient transportation system is critical to sustaining the high quality-of-life in the com- munity. A review of existing conditions, including average daily traffic and transit ridership history, formed the basis for the development of the transportation framework and functional street classification. Through this analysis, pri- Commuter and freight rail tracks ority improvement areas were identified, as well as general improvements or suggestions to manage population and employment growth, relative to a functional and efficient 8. Improve wayfinding signage throughout the city to aid transportation system. This section provides an overview pedestrians, bicyclists and motorists in locating and of the transportation network in Elmhurst and offers some accessing key community facilities. recommendations to sustain and strengthen community mobility. Goal 2: Maintain and determine adequate parking facilities to serve land uses throughout the city. Goals AND OBJECTIVES Objectives: Goal 1: Continue to enhance mobility within the City by 1. Actively monitor, manage and address on-street and effectively managing local traffic issues and anticipating the off-street parking needs within the city to ensure ad- impact of future development on current traffic patterns. -
Ultimate RV Dump Station Guide
Ultimate RV Dump Station Guide A Complete Compendium Of RV Dump Stations Across The USA Publiished By: Covenant Publishing LLC 1201 N Orange St. Suite 7003 Wilmington, DE 19801 Copyrighted Material Copyright 2010 Covenant Publishing. All rights reserved worldwide. Ultimate RV Dump Station Guide Page 2 Contents New Mexico ............................................................... 87 New York .................................................................... 89 Introduction ................................................................. 3 North Carolina ........................................................... 91 Alabama ........................................................................ 5 North Dakota ............................................................. 93 Alaska ............................................................................ 8 Ohio ............................................................................ 95 Arizona ......................................................................... 9 Oklahoma ................................................................... 98 Arkansas ..................................................................... 13 Oregon ...................................................................... 100 California .................................................................... 15 Pennsylvania ............................................................ 104 Colorado ..................................................................... 23 Rhode Island ........................................................... -
Northeast Energy Direct Project Docket No. Pf14-22-000
NORTHEAST ENERGY DIRECT PROJECT DOCKET NO. PF14-22-000 DRAFT ENVIRONMENTAL REPORT RESOURCE REPORT 10 ALTERNATIVES PUBLIC Submitted by: Tennessee Gas Pipeline Company, L.L.C. 1001 Louisiana Street Houston, Texas 77002 November 2014 Environmental Report NED Project Resource Report 10 Alternatives 10-i RESOURCE REPORT 10 – ALTERNATIVES SUMMARY OF FILING INFORMATION INFORMATION FOUND IN Address the “no action” alternative (§ 380.12 (l)(1)). Section 10.1 For large Projects, address the effect of energy conservation or Section 10.1.1 energy alternatives to the Project Section 10.1.2 (§ 380.12 (l)(1)). Identify system alternatives considered during the identification of the Project and provide the rationale for rejecting each Section 10.2 alternative (§ 380.12 (l)(1)). Identify major and minor route alternatives considered to avoid impact on sensitive environmental areas (e.g., wetlands, parks, Section 10.3 or residences) and provide sufficient comparative data to justify the selection of the proposed route (§ 380.12 (l)(2)(ii)). Identify alternative sites considered for the location of major new aboveground facilities and provide sufficient comparative Sections 10.4, 10.5, and 10.6 data to justify the selection of the proposed site (§ 380.12 (l)(2)(ii)). November 2014 Environmental Report NED Project Resource Report 10 Alternatives 10-ii TABLE OF CONTENTS 10.0 INTRODUCTION..................................................................................................................... 10-1 10.1 NO-ACTION ALTERNATIVE ................................................................................... -
BRIDGE POINT MELROSE PARK Bridgepmp.Com | Melrose Park, IL
BRIDGE POINT MELROSE PARK bridgepmp.com | Melrose Park, IL AVAILABLE SPACE Up to 1,539,780 SF # OF BUILDINGS 1 - 3 CLEAR HEIGHT 36' - 40' NEW INFILL DEVELOPMENT O'HARE / WEST COOK SUBMARKET LAND SIZE HIGHLIGHTS 86.63 Acres • High profile location for labor and last mile distribution • Class A buildings with state-of-the-art • Unmatched connectivity to local expressways, specifications DELIVERY DATE intermodal centers, and O'Hare International Airport • Only site in O'Hare / West Cook submarket which • Direct access to Interstate 290 and Interstate 294 can accommodate over 500,000 SF building Q2 2023 • Potential for built-to-suit development with flexibility in • Site offers flexibility to accommodate heavy trailer design and layout parking CHARLIE KENNING BRIAN CARROLL Executive Vice President Senior Vice President [email protected] [email protected] +1 773 304 4117 +1 773 632 1102 CONCEPT PLAN #1 STORMWATER MANAGEMENT FACILITY 3 Clear Height: 40' 56'-6" Exterior Docks: 130 (expandable to 148) (89) 5 5 70'-0" TRAILER POSITIONS 1 3 1 5 13 15 Drive-In Doors: 4 (65) EXTERIOR DOCKS (9) FUTURE EXTERIOR DOCKS 2 2 22 707,953 SF 60'-0" D.I.D. D.I.D. 1180'-0" Car Parking: 610 stalls 60'-0" 121'-0" 121'-0" 50'-0" 2 0 2 0 50'-0" 1080'-0" 4 0 20 20 40 (20)BAYS @ 54'-0" 10'-0" Trailer Parking: 178 stalls 16'-4" 10'-0" Truck Court: 130' (10) B A Y S @ 48'-0" PROPOSED 2 0 20 40 20 20 Spec Office: To suit 40 480'-0" 600'-0" FACILITY #3 ±707,953 SQ.FT. -
Chapter Provides Information on EGC ESP Site Location, On-Site
CHAPTER 2 Site Characteristics This chapter provides information on the EGC ESP Site location, on-site activities and controls, present and projected population distribution, meteorological, hydrological, geological, and seismological characteristics. The purpose of presenting this information is to provide the bases for demonstrating the adequacy of the site characteristics from a site safety viewpoint and to provide input to support environmental characterization. The influence of the EGC ESP site characteristics on the design and operation of a possible future nuclear power facility will be assessed at the construction and operating license (COL) stage pursuant to 10 CFR 52 Subpart C. REV2 2-1 CHAPTER 2 - SITE CHARACTERISTICS SITE SAFETY ANALYSIS REPORT FOR EGC EARLY SITE PERMIT SECTION 2.1 – GEOGRAPHY AND DEMOGRAPHY 2.1 Geography and Demography 2.1.1 Site Location and Description 2.1.1.1 Specification of Location The EGC ESP Facility will be co-located on the property of the existing CPS Facility and its associated 4,895 ac man-made cooling reservoir (Clinton Lake) (CPS, 2002). The EGC ESP Facility will be located approximately 700 ft south of the existing CPS Facility. The CPS Facility lies within Zone 16 of the Universal Transverse Mercator (UTM) coordinates. The exact UTM coordinates for the EGC ESP Facility will depend upon the specific reactor technology selected for deployment and will be finalized at COL. As shown on Figures 1.2-1 and 2.1-1 there is a complex transportation system surrounding the EGC ESP Site. The nearest major highways are Illinois State Routes 54, 10, and 48, all of which cross the CPS Facility property. -
Bonded Concrete Overlay Performance in Illinois
143 Bonded Concrete Overlay Performance In Illinois FINAL REPORT PHYSICAL RESEARCH REPORT NO. 143 JUNE 2002 Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA/IL/PRR 143 4. Title and Subtitle 5. Report Date April 2002 BONDED CONCRETE OVERLAY PERFORMANCE IN ILLINOIS 6. Performing Organization Code 8. Performing Organization Report No. 7. Author(s) Thomas J. Winkelman Physical Research No. 143 9. Performing Organization Name and Address 10. Work Unit ( TRAIS) Illinois Department of Transportation Bureau of Materials and Physical Research 11. Contract or Grant No. 126 East Ash Street Springfield, Illinois 62704-4766 IHR – R07 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Illinois Department of Transportation Final Report Bureau of Materials and Physical Research July, 1995 – December, 2001 126 East Ash Street Springfield, Illinois 62704-4766 14. Sponsoring Agency Code 15. Supplementary Notes 16. Abstract Two bonded concrete overlay rehabilitation projects were constructed in Illinois during the 1990’s. The first project was constructed in 1994 and 1995 on Interstate 80, east of Moline. The second project was constructed in 1996 on Interstate 88 near Erie. The existing pavements for both the Interstate 80 and Interstate 88 projects were 8-inch thick continuously reinforced concrete pavements. The Interstate 80 rehabilitation was designed as a 4-inch thick plain concrete overlay. This project includes six experimental sections using various percentages of microsilica added to the standard mix design. In addition, microsilica grout was used as a bonding agent between the original pavement and the new bonded concrete overlay in some sections. -
Travel Instructions 1
Travel Instructions 1 to the University of Illinois at Urbana-Champaign Getting to Campus by Car: We look forward to welcoming you to our campus. The University of Illinois at Urbana-Champaign is located in the heart of the US; an easy drive from Chicago, St. Louis From the north on Interstate 57: and Indianapolis; and readily accessible by air, rail, and bus. • Drive south on I-57 to I-74. • Drive east on I-74 to the Lincoln Avenue exit. • Take the Lincoln Avenue exit south. Chicago • Drive 1.7 miles until you get to the corner of Lincoln and Green Street. • Turn right on Green Street. Illinois I-57 I-74 From the south on Interstate 57: Urbana- Champaign • Drive north on I-57 to exit 235, the junction with I-72. As you arrive in Champaign, I-72 becomes University Avenue. • Follow University Avenue east through Champaign, into I-74 Urbana, to Lincoln Avenue (about 3.5 miles). Springfield I-72 • Turn right (south) and go six blocks until you get to the Indianapolis corner of Lincoln Avenue and Green Street. I-55 • Turn right on Green Street. I-70 I-70 From the south, and WIllard Airport, on US Route 45: • Drive north on Route 45 (if leaving Willard Airport, turn left off I-57 Airport Road onto Route 45), through the town of Savoy, to Kirby St. Louis Avenue in Champaign. (Route 45 becomes Neil Street.) • Turn right on Kirby Avenue and drive east into Urbana (Kirby becomes Florida Avenue) to Lincoln Avenue (traffic light). -
10 Ronald Reagan Expressway
2004-10 EXECUTIVE ORDER ESTABLISHING INTERSTATE 88 BETWEEN STERLING, ILLINOIS AND THE QUAD CITIES AS THE RONALD REAGAN MEMORIAL HIGHWAY WHEREAS, President Ronald Reagan was a native son of Illinois, born in Tampico, Illinois, on February 6, 1911 in a five-room flat over a bakery, the second son of store clerk John Reagan and seamstress Nelle Reagan; and WHEREAS, the Reagan family moved to Chicago’s South Side, to Monmouth, and back to Tampico before settling in Dixon, Illinois; and WHEREAS, Ronald Reagan was baptized at the Christian Church of Dixon on July 21, 1922; and WHEREAS, Ronald Reagan spent seven summers working as a lifeguard at Dixon’s Lowell Park, and is credited with saving 77 swimmers from drowning in the Rock River during that time; and WHEREAS, Ronald Reagan graduated from Dixon High School, where he participated in drama, basketball, football and track, and was elected student body president; and WHEREAS, Ronald Reagan attended Eureka College in Eureka, Illinois, where he appeared in 14 plays, won letters in football, swimming and track, coached the swim team, and served as study body president during his senior year; and WHEREAS Ronald Reagan graduated from Eureka College in 1932 with a Bachelor of Arts degree in social science and economics; and WHEREAS, Ronald Reagan cast his first vote in a national presidential election in Dixon in 1932; and WHEREAS, the future fortieth president of the United States spent his entire youth in Illinois; and WHEREAS, President Ronald Reagan had a long and varied career, ranging from the movie screens of Hollywood, to the Governor’s mansion in California, and finally to the White House as President of the United States; and WHEREAS, with his death on June 6, 2004, the United States of America and the State of Illinois have lost a charismatic and inspiring leader. -
Museum of Natural History
p m r- r-' ME FYF-11 - - T r r.- 1. 4,6*. of the FLORIDA MUSEUM OF NATURAL HISTORY THE COMPARATIVE ECOLOGY OF BOBCAT, BLACK BEAR, AND FLORIDA PANTHER IN SOUTH FLORIDA David Steffen Maehr Volume 40, No. 1, pf 1-176 1997 == 46 1ms 34 i " 4 '· 0?1~ I. Al' Ai: *'%, R' I.' I / Em/-.Ail-%- .1/9" . -_____- UNIVERSITY OF FLORIDA GAINESVILLE Numbers of the BULLETIN OF THE FLORIDA MUSEUM OF NATURAL HISTORY am published at irregular intervals Volumes contain about 300 pages and are not necessarily completed in any one calendar year. JOHN F. EISENBERG, EDITOR RICHARD FRANZ CO-EDIWR RHODA J. BRYANT, A£ANAGING EMOR Communications concerning purchase or exchange of the publications and all manuscripts should be addressed to: Managing Editor. Bulletin; Florida Museum of Natural Histoty, University of Florida P. O. Box 117800, Gainesville FL 32611-7800; US.A This journal is printed on recycled paper. ISSN: 0071-6154 CODEN: BF 5BAS Publication date: October 1, 1997 Price: $ 10.00 Frontispiece: Female Florida panther #32 treed by hounds in a laurel oak at the site of her first capture on the Florida Panther National Wildlife Refuge in central Collier County, 3 February 1989. Photograph by David S. Maehr. THE COMPARATIVE ECOLOGY OF BOBCAT, BLACK BEAR, AND FLORIDA PANTHER IN SOUTH FLORIDA David Steffen Maehri ABSTRACT Comparisons of food habits, habitat use, and movements revealed a low probability for competitive interactions among bobcat (Lynx ndia). Florida panther (Puma concotor cooi 1 and black bear (Urns amencanus) in South Florida. All three species preferred upland forests but ©onsumed different foods and utilized the landscape in ways that resulted in ecological separation. -
ADM Intermodal Ramp
ADM Intermodal Ramp Market Reach The ADM Intermodal Ramp is a 280-acre facility located in Decatur, Illinois offering non-congested, toll-free access to one of the country’s heaviest 500 MILE RADIUS truck and rail traffic flows. The ramp directly connects the Midwest to the East, West and Gulf Minneapolis Milwaukee Detroit Coasts of North America. Chicago Omaha With 25-minute truck turn times at the ADM Indianapolis Intermodal Ramp, drivers spend more time on the 250 MILE RADIUS Columbus road covering greater distances rather than sitting Decatur in long lines cutting into valuable drive time. Kansas City St. Louis Louisville The intermodal ramp is positioned near uncongested interstates. Trucks are at full speed within minutes Nashville Little Rock of picking up containers. Memphis We Have It All Centrally located between: TRUCK AVAILABILITY Chicago, Indianapolis, and St. Louis CHASSIS AVAILABILITY 10-hour truck radius reaches: Minneapolis, Chicago, Milwaukee, DRIVER AVAILABILITY Detroit, Indianapolis, Columbus, Nashville, Memphis, St. Louis, Kansas City and Omaha 25-MINUTE TURN TIMES Toll Free No tolls within 100+ mile radius of the ramp ADM Intermodal Ramp • 3095 E. Parkway Dr. • Decatur, IL 62526 Midwest Inland Port The Midwest Inland Port is a multi-modal hub that delivers flexibility for companies through a well- positioned transportation corridor consisting of ADM’s Intermodal Ramp, four railroads, five major roadways and an airport. • Rail access to 4 railroads – CN, DCC, DREI & NS • On-site storage of over 800 FEU’s including 20’, 40’ • Situated adjacent to state Interstate 72 and ISO tanks • Open 7 am to 4:30 pm Monday through Friday • 2 x 2,000 feet of working track Port Access PRINCE RUPERT, BC Why it’s easier VANCOUVER, BC in Decatur HALIFAX, NS At the ADM Intermodal Ramp, MONTREAL, PQ we’re a one stop shop that results in easier logistics. -
Final Implementation Report
IAP States Overall Implementation Summary Report Innovative Bridge Design for Rapid Renewal: ABC Toolkit (SHRP2, R04) Date: April 25, 2019 Contents Section Page Definitions ............................................................................................................................ iii Executive Summary .........................................................................................................................1 Project Descriptions ........................................................................................................................1 Fort Goff Creek Bridge, Siskiyou County, California ..................................................................2 IR7 Gila River Bridge, Sacaton, Arizona......................................................................................5 Warren Ave, On Ramp, Bridge 465, East Providence, Rhode Island .........................................9 KY-6 over Stewarts Creek, Knox County, Kentucky ................................................................ 13 Kittery Overpass Bridge, Route 1, Kittery, Maine ................................................................... 16 Bridge A-0087, Boone County, Missouri ................................................................................. 20 Five Bridges on I-39/90 Corridor South of Madison, Wisconsin ............................................. 22 Seney National Wildlife Refuge, J to H Bridge Replacement, Seney, Michigan ..................... 26 Summary of Lessons Learned .....................................................................................................