Statewide Interstate Corridor Plan Fiscal Years 2008-2030
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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. -
Consortium Meeting Agenda
Preliminary Agenda: NSF I/UCRC for EMC Meeting November 9 – 10, 2010 Greenville, SC CU-ICAR Campbell Graduate Engineering Center, 4 Research Drive, Greenville, SC Tuesday, November 9 Wednesday, November 10 8:00 am Continental breakfast 8:00 am Continental breakfast 8:30 am Welcome, introductions, and meeting NSF I/UCRC Business Meeting overview – T. Hubing (Clemson) 8:30 am Review of Agenda and New Business 8:45 am NSF Presentation – L. Hornak (NSF) Budget presentations from each university Power Inverter Noise - Missouri S&T 9:15 am Application of imbalance difference model to - Clemson circuit board and cable geometries - H. Kwak (Clemson) - Houston 9:40 am Active cancellation of common-mode - Oklahoma currents on cables - A. McDowell (Clemson) New Business 10:05 am Estimation of maximum radiation from 10:00 am Break heatsinks – X. He (Clemson) Modeling 10:30 am Break 10:30 am Chamber modeling - J. Chen (Houston) Signal Integrity, Power Integrity 11:00 am Maximum emission calculator update – 11:00 am A tool environment for SI, PI, and EMC, T. Hubing (Clemson) with causality and passivity checking, and 11:30 pm Modeling EM coupling from an ESD gun to RLGC cross-sectional analysis as the first an IC– J. Zhang (S&T) functionalities – A. Razmadze (S&T) 11:30 am Crosstalk among multiple stripline traces 12:00 pm Lunch at CU-ICAR crossing a split - S. Wu (S&T) 12:45 pm Full-vehicle modeling – H. Zeng (Clemson) 12:00 pm Lunch at CU-ICAR 1:15 pm Model segmentation for radiated immunity simulation – J. Zhang (S&T) 1:00 pm Modeling dense via arrays in multilayer printed circuit boards with a generalized LIFE Form Review multiple scattering method - Y. -
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 ........................................................... -
Patriot Hills of Dallas
Patriot Hills of Dallas Background: After years of planning and market research our team assembled over 200+ - acres of prime Dallas property that was comprised of 8 separate properties. There is no record of any construction every being built on any of the 200 acres other than a homestead cabin. Much of the property was part of a family ranch used for grazing which is now overgrown with cedar and other species of trees and native grasses. Location: View property in the Dallas metroplex is one of the most unique features unmatched in the entire Dallas Fort Worth area. Most of the property is on a high bluff 100 feet above the surrounding area overlooking the Dallas Baptist University and the skyline of Fort Worth 21+ miles to the west. Convenient access to the greater Fort Worth and Dallas area by Interstate 20 and Interstate 30 Via Spur 408 freeways, Interstate 35, freeway 74, and the property is currently served by DART bus stops which provide connections to other mass transit options. The property is located 2 miles north of freeway 20 on the Spur 408 freeway and W. Kiest Blvd within the Dallas city limits. The property fronts on the East side of the Spur 408 freeway from Kiest Blvd exit on the North and runs continuous to the South to Merrifield Rd exit. The City of Dallas has plans to extend this road straight east to connect to West Ledbetter Drive that will take you directly to the Dallas Executive Airport and connecting on east with Freeway 67, Interstate 35 and Interstate 45. -
Interstate 85 Widening and Improvements Spartanburg And
Interstate 85 Widening and Improvements Mile Marker 80 – 96 Spartanburg and Cherokee Counties Environmental Assessment SCDOT NEPA ENVIRONMENTAL COMMITMENTS Date: 10/12/2015 FORM Project ID : 027114 County : Cherokee District : District 4 Doc Type: EA Total # of 12 Commitments: Project Name: I‐85 Widening (MM80‐96) The Environmental Commitment Contractor Responsible measures listed below are to be included in the contract and must be implemented. It is the responsibility of the Program Manager to make sure the Environmental Commitment SCDOT Responsible measures are adhered to. If there are questions regarding the commitments listed please contact: CONTACT NAME: Mr. Brad Reynolds PHONE #: (803)‐737‐1440 ENVIRONMENTAL COMMITMENTS FOR THE PROJECT Water Quality Responsibility: CONTRACTOR The contractor will be required to minimize possible water quality impacts through implementation of construction BMPs, reflecting policies contained in 23 CFR 650B and the Department's Supplemental Specifications on Seeding and Erosion Control Measures (Latest Edition). Other measures including seeding, silt fences, sediment basins, etc. as appropriate will be implemented during construction to minimize impacts to Water Quality. Non‐Standard Commitment Responsibility: CONTRACTOR Floodplains The selected contractor will send a set of final plans and request for floodplain management compliance to the local County Floodplain Administrator. A hydraulic analysis will be performed for each encroachment of a FEMA‐regulated floodplain and a detailed hydraulic analysis -
School Road Safety Audit Rothschild Middle School and Lonnie Jackson Academy
School Road Safety Audit Rothschild Middle School and Lonnie Jackson Academy Buena Vista Road Hunt Avenue Fieldwork: March 7, 2018 Muscogee County Columbus, GA Report Finalized: July 2019 Table of Contents 1. Introduction ................................................................................................................................................... 1 1.1 Safe Routes to Schools Overview ......................................................................................................... 3 1.2 What is a School Road Safety Audit? ................................................................................................... 4 1.2.1 Purpose .......................................................................................................................................... 4 1.2.2 Process .......................................................................................................................................... 4 2. Study Area .................................................................................................................................................... 5 2.1 Area Characteristics .............................................................................................................................. 5 2.2 School Enrollment ................................................................................................................................. 7 2.3 Walking and Bicycling Distances .......................................................................................................... -
Interchange Modification Report
I-26 / Naval Base Terminal Access Road Interchange INTERCHANGE MODIFICATION REPORT CHARLESTON COUNTY, SOUTH CAROLINA Prepared for: South Carolina Department of Transportation Prepared by: Parsons Brinckerhoff, Inc. May 2012 I-26ȀPortAccessRoadInterchangeModificationReport TABLEOFCONTENTS EXECUTIVE SUMMARY ............................................................................................................................................ 1 1. INTRODUCTION .............................................................................................................................................. 3 Project Location.................................................................................................................................................. 3 Project History.................................................................................................................................................... 3 Project Description ............................................................................................................................................. 7 Project Purpose and Need .................................................................................................................................. 9 Project Conceptual Design ................................................................................................................................ 11 Interchange Modification Report (IMR) Scope.................................................................................................. -
Directions to Cleveland Operations
Directions to Cleveland Works 1600 Harvard Avenue Cleveland, OH 44105 Please note that there are no sleeping areas at this facility. You must stop at a rest area or truck stop. From Interstate 71 th North bound: Take 1-71 North to Exit 247A, W. 14 St. and Clark Ave. Make a right at the end of the exit ramp. nd Then take route 176 south, approx. ¼ mile on your left. Harvard Ave. will be your 2 exit. At the end of the rd ramp take a left. Gate 6 will be at the 3 traffic light on your right. ¾ Closest Rest Area Exit 209, Lodi From Interstate 77 North bound: Take 1-77 North to exit 159A (Harvard Ave). At the end of the ramp take a left. Gate 6 will be about 1 mile on your left. ¾ Closest Rest Area Exit 111, North Canton From Interstate 80 East East or West bound: Exit 11 / 173 to I-77 North. Take I-77 North to exit 159A (Harvard Ave). At the end of the ramp take a left. Gate 6 will be about 1 mile on your left. ¾ Closest Rest Area East Bound between exits 10 / 161 and 11 / 173 West Bound between exits 14 / 209 and 13A / 193 From Interstate 480 East bound: Exit 17 onto Route 176 North. Exit onto Harvard Ave. Take a right onto Harvard Ave. Gate 6 will rd be at the 3 traffic light on your right. ¾ Closest Rest Area None West bound: Exit 20B onto I-77 North. Take 1-77 North to exit 159A (Harvard Ave). -
Kansas Lane Extension Regional Multi-Modal Connector
Department of Transportation Better Utilizing Investments to Leverage Development (BUILD Transportation) Grants Program Kansas Lane Extension Regional Multi-Modal Connector City of Monroe, Louisiana May 2020 Table of Contents Contents Table of Contents ....................................................................................................................... 2 -- Application Snapshot ........................................................................................................ 3 Project Description ................................................................................................................. 4 Concise Description ............................................................................................................ 4 Transportation Challenges .................................................................................................. 7 Addressing Traffic Challenges ............................................................................................ 8 Project History .................................................................................................................... 9 Benefit to Rural Communities .............................................................................................. 9 Project Location .....................................................................................................................10 Grant Funds, Sources and Uses of Project Funds .................................................................12 Project budget ....................................................................................................................12 -
Parkside at Butler Apartments
Market Feasibility Analysis Parkside at Butler Apartments Greenville, Greenville County, South Carolina Prepared for: NHE, Inc. Site Inspection: February 21, 2020 Effective Date: February 21, 2020 Parkside at Butler | Table of Contents TABLE OF CONTENTS TABLE OF CONTENTS .............................................................................................................. I TABLES, FIGURES AND MAPS ................................................................................................ III EXECUTIVE SUMMARY........................................................................................................... 1 1. INTRODUCTION .............................................................................................................. 8 Overview of Subject .....................................................................................................................................8 Purpose of Report ........................................................................................................................................8 Format of Report..........................................................................................................................................8 Client, Intended User, and Intended Use.....................................................................................................8 Applicable Requirements .............................................................................................................................8 Scope of Work..............................................................................................................................................8 -
Parkside at Columbiana Apartments
Market Feasibility Analysis Parkside at Columbiana Apartments Irmo, Richland County, South Carolina Prepared for: Parkside at Columbia, LP Site Inspection: January 24, 2019 Effective Date: January 24, 2019 Parkside at Columbiana | Table of Contents TABLE OF CONTENTS TABLE OF CONTENTS .............................................................................................................. I TABLES, FIGURES AND MAPS ................................................................................................ III EXECUTIVE SUMMARY........................................................................................................... 1 1. INTRODUCTION .............................................................................................................. 6 Overview of Subject .....................................................................................................................................6 Purpose of Report ........................................................................................................................................6 Format of Report..........................................................................................................................................6 Client, Intended User, and Intended Use.....................................................................................................6 Applicable Requirements .............................................................................................................................6 Scope of Work..............................................................................................................................................6 -
AVAILABLE 7600 Antoine Road | Shreveport, LA
INDUSTRIAL SPACE AVAILABLE 7600 Antoine Road | Shreveport, LA ONNO STEGER | Director of Real Estate Phone | (614) 571-0012 E-mail | [email protected] TABLE OF CONTENTS Executive Summary Page 3 Building Overview Page 7 Area Overview Page 13 Logistics & Access Page 16 / Page 2 EXECUTIVE SUMMARY WEST SHREVEPORT INDUSTRIAL PARK West Shreveport Industrial Park is comprised of three buildings totaling nearly 3.5 Million SF including an associated warehouse/ manufacturing building Building One is an 840,000 SF former stamping plant; Building Two is a 1.6 Million SF manufacturing warehouse and paint facility; and the General Assembly building is 1 Million SF, the future home to Elio Motors. This plant includes 530 acres, located in a quality industrial park southwest of Shreveport, LA with access to city services and utilities. The General Assembly and former stamping plant buildings contain air-conditioned floor space and approximately 18 miles of conveyor line for assembly under one roof. Waste water treatment, heating, steam generation, deionized water, bulk-fluid transfer and air conditioning can be supplied by the plant’s powerhouse. HIGHLIGHTS » Construction: Insulated Metal Walls, Concrete Flooring » Sprinker: Wet » Access: I-20, I-49, 526, & 79/511 » Rail: On site, multiple active spurs, Union Pacific Railroad » 30’ Center clearance » 50’ Crane bay » 50’ x 50’ Column spacing » Docks and grade level doors » Heavy power » (2) 65-ton crane rails » 4,780 Parking spaces UTILITIES Southwestern Electric Power Electricity Supplier Company SWEPCO/AEP Centerpoint Energy and Renovan Natural Gas Supplier Landfill Gas Water Supplier City of Shreveport Sewer Supplier City of Shreveport Telecommunications ATT/Verizon/Comcast Supplier Fiber Optic Network Major Carriers / Page 3 EXECUTIVE SUMMARY HISTORY Construction of the original plant began in 1978 and was completed in 1981.