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Gilman Industrial Park Brochure
Illinois Gilman has an available 265 acre park waiting for you! o'Crossroadsof Opportunity" Location-Location-Location This 265 acre industrial park 90 miles south of Chicago is ideally located at the intersections of Interstate 57 US 24 and US 45. It is also bordered by the main lines for the TP&W (SantaFe) and Illinois Cenfal (CN) Railroads. The infrasffucture available is extensive. The property can be divided into lots to suit individual usersneeds. Shawn Coady Rick Theesfeld 204 N. Rt s4lP.O.Box98 215N. Central RobertsoIllinois 60962 Gilman, Illinois 60938 217-395-2281, 8t5-265-42t3 217-395-2572(Bax) 815-265-4640(Fax) INFRASTRUCTURE THAT IS CURRENTLY AVAILABLE OR SCHEDULED/SPRING 2OO4 COMPLETED . 400,000 gallon vertical water storagetank on . Site Survey site . Topographicalmaps . Looped 12" x S" watermains in park . Illinois historical survey . 8" municipal sanitary sewer system . PhaseI Environmental . Two electrical serviceproviders with . Wetlands survey extensiveinfrastructure availablein the park . Drainage plans . 138 KV overhead . 69 KV overhead ECONOMIC INCENTIVES . 12 KV overhead . Substationlocated in the park Tax Increment Finance District Iroquois DevelopmentCouncil 8" natural gas service Local city incentives City streetaccess to the park 3 lane,concrete,40 foot curb and gutter RAIL SERVICE Lishted streetentrance . Illinois Central (CN) main line . Illinois Central (CN) Springfield line INTERSTATEACCESS . TP&W (SantaFe) , I-57,US-24, US-45 border the site . Switching yard in Gilman ELECTRIC WASTEWATER WATER AverageLoad Supplier 250,000gallons per Ameren CIPS day City of Gilman . 13,700MW Generation Design Capacity Source Capacity 500,000gallons per day 2DeepWells . Multiple interconnections Tlpe of Plant . ElevatedStorage Capacity Substationon site Primary . -
Top 10 Bridges by State.Xlsx
Top 10 Most Traveled U.S. Structurally Deficient Bridges by State, 2015 2015 Year Daily State State County Type of Bridge Location Status in 2014 Status in 2013 Built Crossings Rank 1 Alabama Jefferson 1970 136,580 Urban Interstate I65 over U.S.11,RR&City Streets at I65 2nd Ave. to 2nd Ave.No Structurally Deficient Structurally Deficient 2 Alabama Mobile 1964 87,610 Urban Interstate I-10 WB & EB over Halls Mill Creek at 2.2 mi E US 90 Structurally Deficient Structurally Deficient 3 Alabama Jefferson 1972 77,385 Urban Interstate I-59/20 over US 31,RRs&City Streets at Bham Civic Center Structurally Deficient Structurally Deficient 4 Alabama Mobile 1966 73,630 Urban Interstate I-10 WB & EB over Southern Drain Canal at 3.3 mi E Jct SR 163 Structurally Deficient Structurally Deficient 5 Alabama Baldwin 1969 53,560 Rural Interstate I-10 over D Olive Stream at 1.5 mi E Jct US 90 & I-10 Structurally Deficient Structurally Deficient 6 Alabama Baldwin 1969 53,560 Rural Interstate I-10 over Joe S Branch at 0.2 mi E US 90 Not Deficient Not Deficient 7 Alabama Jefferson 1968 41,990 Urban Interstate I 59/20 over Arron Aronov Drive at I 59 & Arron Aronov Dr. Structurally Deficient Structurally Deficient 8 Alabama Mobile 1964 41,490 Rural Interstate I-10 over Warren Creek at 3.2 mi E Miss St Line Structurally Deficient Structurally Deficient 9 Alabama Jefferson 1936 39,620 Urban other principal arterial US 78 over Village Ck & Frisco RR at US 78 & Village Creek Structurally Deficient Structurally Deficient 10 Alabama Mobile 1967 37,980 Urban Interstate -
Metropolitan Transportation Plan (MTP) 2040
Metropolitan Transportation Plan (MTP) 2040 4.1 Roads and Highways Element The largest part of the transportation system is a roadway network of more than 7,000 lane miles and is comprised of NCDOT maintained roads, locally maintained roads, and private roads. In late 2013 the metropolitan area boundary for the High Point MPO increased in size to include the remaining portion of Davidson County not already included in an MPO. This substantially expanded the roadway network for the MPO. Radial movements that are strongest in the MPO are: • Towards Greensboro and Jamestown to the northeast, • Towards Winston-Salem from High Point to the northwest via Interstate 74, • Towards the Piedmont Triad International Airport to the north via NC 68, • Towards Lexington from High Point to the southwest via Interstate 85 and US 29/70, and • Towards Winston-Salem from Lexington via US 52. • There is some radial demand between High Point, Thomasville, Archdale, Trinity, and Wallburg. Heavily traveled routes include: • Eastchester Drive (NC 68), towards Piedmont Triad International Airport • Westchester Drive and National Highway (NC 68), towards Thomasville • NC 109 • Main Street in High Point, • Main Street in Archdale, • US 311 Bypass, • Interstate 85, • US 29-70, • Wendover Avenue, • Main Street and NC 8 in and around Lexington, • High Point - Greensboro Road, and 4.1 Roads and Highways Element • Surrett Drive. Chapter: 1 Metropolitan Transportation Plan (MTP) 2040 The projects in the Roadway Element of the Transportation Plan come from the Comprehensive Transportation Plan (CTP) for the High Point Urbanized Area. The differences between the Roadway Element of the MTP and the CTP include: • The MTP is required by Federal Law, CTP is mandated by the North Carolina Department of Transportation. -
STRUCTURE GEOTECHNICAL REPORT Ramp D Bridge Interstate
STRUCTURE GEOTECHNICAL REPORT Ramp D Bridge Interstate 294 and Interstate 57 Interchange Project IDOT Job: P-91-186-08 (PTB 146, ITEM 1) Proposed SN 016-4102 Cook County, Illinois STRUCTURAL ENGINEER: Mr. Spiro Pantazis, P.E., S.E. T. Y. Lin International 200 South Wacker Drive Suite 1400 Chicago, Illinois 60606 (312) 777-2900 Prepared by: Geo Services, Inc. 805 Amherst Court Suite 204 Naperville, Illinois 60565 (630) 305-9186 JOB NO. 08015 05/23/14 May 23, 2014 T. Y. Lin International 200 South Wacker Drive Suite 1400 Chicago, Illinois 60606 Attn: Mr. Spiro Pantazis, P.E., S.E. Job No. 08015 Re: Structure Geotechnical Report Proposed Ramp D Bridge Interstate 294 and Interstate 57 Interchange Project Proposed SN 016-4102 IDOT Job Number: P-91-186-08 PTB 146, Item #1 Cook County, Illinois Dear Mr. Pantazis: The following report presents the geotechnical analysis and recommendations for the proposed bridge structures for the proposed Ramp D Bridge. A total of five (5) structural soil borings (SB-01 through SB-05) were completed. Copies of these boring logs, along with plan and profiles are included in this report. If there are any questions regarding the information submitted herein, please do not hesitate to contact us. Very truly yours, GEO SERVICES, Inc. Kiran Adhikary, P.E. Andrew J. Ptak, P.E. Senior Project Engineer Office Manager enc. 805 Amherst Court, Suite 204 Naperville, IL 60565-3448 Phone (630) 305-9186 Fax (630) 355-2838 www.geoservicesinc.net TABLE OF CONTENTS SECTION 01: INTRODUCTION ...................................................................................... 2 SECTION 02: PROJECT DESCRIPTION ....................................................................... 2 SECTION 03: SUBSURFACE INVESTIGATION PROCEDURES ................................ -
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 ........................................................... -
2018 Invest in Cook Grant Program
2018 INVEST IN COOK Toni Preckwinkle, President Cook County Board of Commissioners Martha Martinez, Chief Administrative Officer Bureau of Administration John Yonan, P.E., Superintendent Department of Transportation & Highways 2018 INVEST IN COOK AWARDS PROJECT NAME APPLICANT PROJECT TYPE PROJECT PHASE AWARDED 78th Avenue Reconstruction Bridgeview Freight Preliminary Engineering $350,000 Braga Drive Improvements Broadview Freight Construction $145,000 31st Street Corridor Multimodal Brookfield Roadway Preliminary Engineering $85,000 Impact Study Burnham Greenway Trail Bike/Ped Burnham Bike/Ped Preliminary Engineering $50,000 Bridge Over Five Rail Lines Dolton Road/State Street/Plummer Calumet City Freight Preliminary Engineering $200,000 Avenue Trucking Improvements Winchester Avenue Rehab Project Calumet Park Freight Design Engineering $172,000 Canal Street Viaduct Reconstruction – Adams Street to CDOT Transit Design Engineering $240,000 Madison Street Canal Street Viaduct Reconstruction – Taylor Street to CDOT Transit Design Engineering $300,000 Harrison Harrison Street Chicago Avenue Bus Transit Operations and Pedestrian Safety CDOT Transit Design Engineering $400,000 Improvements Howard Street Streetscape CDOT Roadway Construction $380,000 71st Street Streetscape CDOT Roadway Construction $500,000 79th Street Bus Transit Operations and Pedestrian Safety CDOT Transit Design Engineering $400,000 Improvements Major Taylor Trail – Dan Ryan Cook County Bike/Ped Preliminary Engineering $70,165 Woods Improvements Forest Preserve District -
Burbank/Del Monte SNI Planning Area Boundary February 7, 2002 %
Burbank/DelBurbank/Del MonteMonte SNISNI PlanningPlanning AreaArea AVE TAMARACK UNIVERSITY WAY FREMONT BEL-AIR LIBRARYLIBRARY AVE THETHETHE ALAMEDA ALAMEDAALAMEDA DELMAS SEQUOIA (STATE ROUTE 82) THETHETHE ALAMEDA ALAMEDAALAMEDA AVE ALAMEDA THE BUSH CLEAVES WILSON SINGLETARY SUNOL ATLAS S KEEBLE AVE S MORRISON STOVER HOOVERHOOVER WHITEWHITEWHITE WHITEWHITEWHITE HOOVERHOOVER RACE HOOVERHOOVER WHITEWHITEWHITE HADLEY TRACETRACE TRACETRACE TILLMAN AVE ST DR MCENERYMCENERY LAURELEI AVE MIDDLEMIDDLE SCHOOLSCHOOL HEDDING MIDDLEMIDDLE SCHOOLSCHOOL MAGNOLIA ELEMENTARYELEMENTARY CRANDALL ST DR PARKPARK CAHILL ST ST SCHOOLSCHOOL UNIVER AVE AVE SITY AVE HESTER AVE AVE DR BELLEROSE DR SHASTA STSTST MCALISTER AVE AVE GARLAND STSTST EMORY STSTST GENEVIEVE LN AVE ST AVE WW W SAN SAN SAN FERNANDO FERNANDO FERNANDO AVE WW W SAN SAN SAN FERNANDO FERNANDO FERNANDO AVE AVE ST (STATE ROUTE 87) TRACE AVE ST. LEO THE GREAT HANCHETT (PRIVATE) ST WOZ ST GARDEN DR SONOMA BELLEROSE MCDANIEL GIFFORD LAKEHOUSE S MORRISON S CALAVERAS W SAN FERNANDO ST AVE CLEAVES MARTIN ST NAGLEE AVE AVE OTTERSONST ST DANIEL AVE O'CONNOR DR LINCOLNLINCOLN LINCOLNLINCOLN LUTHER AVE ST SIERRA RANIER ST SENIORSENIOR HIGHHIGH SCHOOLSCHOOL AVE SENIORSENIOR HIGHHIGH SCHOOLSCHOOL AVE FORESTFOREST BROOKLYN AVE WABASH AVE FLORENCE CIRO SALVO DI O'CONNOR RAMOS AVEAVE ST AVE EUGENE AVE WAY FORESTFOREST FORESTFOREST AVE WAY ST AVE POSA AVE JOSEFA CLARMAR AVE AVE AVE BOSTON AVE HESTER AVE AVE MONROE ST MONROE MARI REVEY ST. MARTIN OF TOURS AVE BIRD BIRD BIRD SHASTA AVEAVEBIRD BIRD BIRD YOSEMITENORTON -
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 ................................................................................... -
Des Plaines Active Transportation Plan
Des Plaines Active Transportation Plan Des Plaines Active Transportation Plan Presented by Active Transportation Alliance, December 2011 Acknowledgements Des Plaines Active Transportation Plan Steering Committee This plan represents the combined vision and goals of the steering committee that guided its development as well as residents and other key stakeholders. Thank you to these residents and the members of the steering committee for donating their time to this project. Mike Bagby, Healthy Community Partnership Angela Burton, Deputy Chief of Police, City of Des Plaines Will Callebert, Maine West High School Student John Hecker, Executive Director, Des Plaines Park District Melissa Kalliantasis, Frisbie Senior Center Madeline May, Community Heath Nurse, Health and Human Services Scott Mangum, Senior Planner, Community and Economic Development, City of Des Plaines Hon. Martin Moylan, Mayor of Des Plaines Tom Olsen, Director of Tour de Villas Derek Peebles, Civil Engineer, Public Works/Engineering Department, City of Des Plaines Doriene Prorak, Assistant to Supervisor of Highway Commissioner, Maine Township David Rodriguez, Director of Latoff YMCA Barbara Ryan, Executive Director, Des Plaines Chamber of Commerce Pamela Sielski, Planning and Development, Forest Preserve District of Cook County Leah Swanquist, Director of Facilities, Oakton Community College Brad Voehringer, Assistant Superintendent of Student Services, School District 62 Hon. Dan Wilson, 7th Ward Alderman Chan Yu, Associate Planner, Community and Economic Development, City of Des Plaines About the Consultants The Active Transportaion Alliance Project Team: Barb Cornew, North Suburban Coordinator The mission of Active Transportation Alliance is to make Shafaq Choudry, Community Planner bicycling, walking, and public transit so safe, convenient, and Marissa Dolin, Transportation Planner fun that we will achieve a significant shift from environmentally Patrick Knapp, GIS Planner harmful, sedentary travel to clean, active travel. -
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.