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Rp. 149.000,- Rp
Indovision Basic Packages SUPER GALAXY GALAXY VENUS MARS Rp. 249.000,- Rp. 179.000,- Rp. 149.000,- Rp. 149.000,- Animax Animax Animax Animax AXN AXN AXN AXN BeTV BeTV BeTV BeTV Channel 8i Channel 8i Channel 8i Channel 8i E! Entertainment E! Entertainment E! Entertainment E! Entertainment FOX FOX FOX FOX FOXCrime FOXCrime FOXCrime FOXCrime FX FX FX FX Kix Kix Kix Kix MNC Comedy MNC Comedy MNC Comedy MNC Comedy MNC Entertainment MNC Entertainment MNC Entertainment MNC Entertainment One Channel One Channel One Channel One Channel Sony Entertainment Television Sony Entertainment Television Sony Entertainment Television Sony Entertainment Television STAR World STAR World STAR World STAR World Syfy Universal Syfy Universal Syfy Universal Syfy Universal Thrill Thrill Thrill Thrill Universal Channel Universal Channel Universal Channel Universal Channel WarnerTV WarnerTV WarnerTV WarnerTV Al Jazeera English Al Jazeera English Al Jazeera English Al Jazeera English BBC World News BBC World News BBC World News BBC World News Bloomberg Bloomberg Bloomberg Bloomberg Channel NewsAsia Channel NewsAsia Channel NewsAsia Channel NewsAsia CNBC Asia CNBC Asia CNBC Asia CNBC Asia CNN International CNN International CNN International CNN International Euronews Euronews Euronews Euronews Fox News Fox News Fox News Fox News MNC Business MNC Business MNC Business MNC Business MNC News MNC News MNC News MNC News Russia Today Russia Today Russia Today Russia Today Sky News Sky News Sky News Sky News BabyTV BabyTV BabyTV BabyTV Boomerang Boomerang Boomerang Boomerang -
Wisconsin Avenue Extension Technical Review
WISCONSIN AVENUE EXTENSION TECHNICAL REVIEW November 16, 2016 STUDY AREA RELATED TRAFFIC DATA Intersection Spacing: • Bluemound to Watertown Plank Road = 325 feet • Watertown Plank Road to Wisconsin Ave = 535 feet Evening Peak Hour Traffic: • Watertown Plank Road = 940 vph • Office Access (north) = 220 vph • Office Access (south) = 80 vph • Pilgrim Parkway = 2,410 vph • Bluemound Road = 4,640 vph RELATED TRAFFIC DATA Selected Peak Hour Traffic Movement Volumes: • Watertown Plank Road westbound left turn = 350 vph • North Shore Bank eastbound right turn = 100 vph • Ace Hardware driveway (2-way volume) = 110 vph • Pilgrim Parkway southbound left turn at Watertown Plank Road = 65 vph • Pilgrim Parkway northbound right turn at Watertown Plank Road = 380 vph • Bluemound Road eastbound left turn at Pilgrim Parkway = 645 vph Ayres Associates Field Observations: 1. Eastbound Bluemound left turn regularly backs into Bluemound intersection from Watertown Plank Road intersection (up to 4 cars) 2. Southbound Pilgrim Road traffic sometimes backs into Watertown Plank Road intersection 3. Traffic diversion observed on Terrace Drive 4. Terrace Drive right turn conflicts with eastbound Bluemound Road U-turns 5. Minor cut-through traffic observed in Bakers Square and Mobil parking lots WISCONSIN AVENUE ANALYSIS SCENARIOS Scenario Description 1 Existing Condition (no extension) 2 Extension with 2-way stop signs 3 Extension with traffic signals 4 Extension with removal of Watertown signals but allow right turns and northbound left A – with signals at Wisconsin -
Transportation Plan
Appendix B: City of Fredericksburg Comprehensive Plan Transportation Analysis July 2007 prepared for City of Fredericksburg by in association with City of Fredericksburg Transportation Analysis Comprehensive Plan Appendix B: Contents 1 Transportation Overview.......................................................................................................B-1 2 A Multi-Modal System ............................................................................................................B-1 2.1 Pedestrian and Bicycle Ways ........................................................................................B-3 2.2 Roadways.........................................................................................................................B-7 2.3 Bus Transit....................................................................................................................B-12 2.4 Commuting...................................................................................................................B-12 2.5 Parking...........................................................................................................................B-15 2.6 Air, Rail and Bus Service.............................................................................................B-16 2.7 Movement of Goods and Services............................................................................B-17 3 Best Practices..........................................................................................................................B-17 3.1 Pedestrian -
Order for Professional Services No. T3694 Design Services for Contract No
OPS No. T3694 Design Services for Contract No. T300.489 Interchange 18E Express E-ZPass and 16E Improvements Page 1 of 34 April 23, 2018 To: ALL CONSULTANTS Subject: REQUEST FOR EXPRESSIONS OF INTEREST ORDER FOR PROFESSIONAL SERVICES NO. T3694 DESIGN SERVICES FOR CONTRACT NO. T300.489 INTERCHANGE 18E EXPRESS E-ZPASS AND 16E IMPROVEMENTS The New Jersey Turnpike Authority (Authority) invites Expressions of Interest (EOIs) for a Simple project from engineering firms prequalified and eligible in the following Profile Codes Profile Code(s) Description(s) A250 Fully Controlled Access Highways A256 Toll Plazas (site, islands, tunnels, canopy) Attached (see Section I) is a list of all consultants currently prequalified and eligible to submit an EOI for the above referenced assignment. *Joint Ventures (*Firms interested in submitting an EOI as a Joint Venture must be prequalified as a Joint Venture with the Authority) that meet all of the Profile Code requirements are also eligible to submit an EOI. To qualify as a prequalified consultant, a firm must have on file with the Authority a current “Professional Service Prequalification Questionnaire” (PSPQ) package prior to submission of the EOI. A current PSPQ is one that has been on file with the Authority for no more than 24 months, or in certain cases for no more than 12 months. Only those firms who have been prequalified for the specified profile code(s) this project entails will be considered. Prequalification is not required for subconsultants. Prequalification is required however for Joint Ventures. The Authority shall be seeking participation of Small Business Enterprises (SBE) as subconsultants. -
Transportation Committee Meeting Minutes of March 9, 2017
Transportation Committee Meeting Minutes of March 9, 2017 Call to Order: The Transportation Committee meeting was called to order at 6:00 p.m. Members Present David Ross (Courtland Supervisor), Tim McLaughlin (Chancellor Supervisor), Robert Fogg (Battlefield Representative), Marcie Parker (VDOT), Sean Nelson (VDOT), Dan Cole (staff), Doug Morgan (staff), Bonnie Jewell (staff) Others Present None Public Comment None Announcements 1. The task order for the Route 2/17 B Corridor Study was approved on February 23rd. Staff is holding a kick-off meeting for the project next week. Date and time has not yet been finalized. Staff will send out a notice early next week and include members of this committee in case those interested would like to attend. 2. Global Technologies will be holding a demonstration in Stafford (Route 17) on either March 28th or 29th on the Opticom Priority Control System which is a signal preemption system for emergency vehicles. Both the infrared and GPS systems will be demonstrated. A time and location will be determined in the next few days. Discussion Items • CMAQ/RSTP Project Submission: Dan Cole briefed the committee on an e-mail from Paul Agnello requesting new projects, limited available funding and the one project limitation FAMPO was seeking to impose. There was concern from Committee Members about the one project limitation. Mr. McLaughlin indicated that he would discuss the limitation with FAMPO. The Committee was shown several potential CMAQ projects. The Committee selected three projects and prioritized them. These included; 1) Roundabout at Old Plank Road & Andora Drive, 2) Turn Lanes at the Old Plank Road & Chancellor Road intersection, and 3) a southbound right turn lane improvement on Smith Station Road at the Courthouse Road intersection. -
(LTA) Evaluation of the Baton Rouge Urban Renewal and Mobility Plan
Louisiana Transportation Authority (LTA) Evaluation of the Baton Rouge Urban Renewal and Mobility Plan (BUMP) to Develop the Project as a Public Private Partnership (P3) October 20, 2015 – Final (With Redactions) TABLE OF CONTENTS EXECUTIVE SUMMARY ............................................................................................................ 1 Proposal Overview .................................................................................................................... 1 Construction Cost...................................................................................................................... 1 Tolling ....................................................................................................................................... 1 Traffic and Revenue (T&R) ...................................................................................................... 2 Feasibility .................................................................................................................................. 2 Findings..................................................................................................................................... 3 1.0 CHAPTER ONE – State & Federal Legislation Summary ................................................... 4 1.1 Louisiana State Legislation .............................................................................................. 4 1.2 Federal Legislation .......................................................................................................... -
The Imperial Valley Is Located About 150 Miles Southeast of Los Angeles
The Imperial Valley is located about 150 miles southeast of Los Angeles. It is a section of a much larger geologic structure -- the Salton Trough -- which is about 1,000 miles in length. The structure extends from San Gorgonio Pass southeast to the Mexican border, including the Gulf of California and beyond the tip of the Baja California Peninsula. The surrounding mountains are largely faulted blocks of the Southern California batholith of Mesozoic age, overlain by fragments of an earlier metamorphic complex. The valley basin consists of a sedimentary fill of sands and gravels ranging up to 15,000 feet in thickness. The layers slope gently down-valley, and contain several important aquifers. The valley is laced with major members of the San Andreas Fault system. Minor to moderate earthquake events are common, but severe shocks have not been experienced in recorded history. The entire trough, including the Gulf is an extension of the East Pacific Rise, a zone of separation in Earth's crust. Deep sea submergence instruments have observed many phenomena of crustal formation. The axis of the Rise, hence of the Salton Valley as well, is a great transform fault that is having the effect of separating an enormous slab of North America, consisting of the Baja Peninsula and coastal California away from the mainland, with movement to the northwest and out to sea as a terranne. Table of Contents Chapter 1 The San Jacinto and Santa Rosa Mountains Chapter 2 The Eastern Mountains Chapter 3 San Gorgonio Pass Chapter 4 The Hills Chapter 5 Desert Sand -
Plank Road Study
December 2010 PLANK ROAD STUDY Transportation, Engineering, and Development Business Group Acknowledgements City Council Mayor A. George Pradel James E. Boyajian Judith Brodhead Robert W. Fieseler Richard R. Furstenau Paul Hinterlong Douglas Krause Kenn Miller Grant E. Wehrli Plan Commission Michael Brown, Chairman Ann Edmonds Patty Gustin John Herzog Paul Meschino Timothy Messer Patricia Meyer Reynold Sterlin Janet Trowbridge Plank Road Study • December 2010 Page i Table of Contents 1.0 EXECUTIVE SUMMARY AND VISION STATEMENT . 1 2.0 INTRODUCTION . 2 2.1 East Sector Update . 2 2.2 Purpose . 4 2.3 Study Boundary . 4 2.4 Planning Process . 6 3.0 EXISTING CONDITIONS . 7 3.1 Existing Land Uses . 7 3.2 Existing Zoning . 7 3.3 Natural Features. 11 3.4 Infrastructure . 11 4.0 FUTURE LAND USE . 13 4.1 Summary of Community Input . 13 4.2 Future Land Use Considerations and Map . 14 4.3 Future Land Use Objectives and Actions . 16 4.4 Sub-Area Recommendations . 17 4.5 Supplemental Recommendations . 23 4.6 Implementation . 24 5.0 TRANSPORTATION AND ACCESS . 25 5.1 Existing Transportation Network . 25 5.2 Summary of Community Input . 26 5.3 Master Thoroughfare Plan . 28 5.4 Transportation Recommendations . 31 Page ii East Sector Comprehensive Master Plan Update List of Illustrations and Figures PLANK ROAD STUDY SPOTLIGHTS 1. DuPage County Zoning . 9 2. Village of Lisle Boundary Agreement. 10 3. Stormwater . 12 4. Conservation Subdivision Design . 18 LIST OF FIGURES 1. City of Naperville Planning Sector Map . 3 2. Plank Road Study Area . 5 3. Public Input Process Summary . -
Introduction
I-95 Access Study New Access to I-95 between Route 3 and the Rappahannock River 1 INTRODUCTION 1.1 Background The George Washington Regional Commission (GWRC) and the Virginia Department of Transportation (VDOT) are evaluating the possibility of constructing a new access point or interchange with I-95 in the City of Fredericksburg between the Rappahannock River and VA 3 (Route 3). A new toll parkway would intersect with I-95 near the existing rest area and proceed west and tie into Route 3 near Gordon Road (Route 627). Located midway between Washington, D.C. and Richmond, the George Washington Region of Virginia is the scene of intensive growth extending back several decades, as it has become a bedroom community to Washington, D.C. and, to a lesser extent Richmond. Since 1960, the regional population has more than quintupled, from 60,000 residents to nearly 325,000 residents. This hyper growth has manifested itself in rapid suburbanization and has unduly strained the surface transportation system of the Region, taxing the capacity of roadway arterials and collectors alike. None of these roadways has been impacted as much as I-95, a national lifeline and a vital Regional arterial. Interstate 95 traverses the George Washington Region for about forty-seven miles, through the Counties of Stafford, Spotsylvania and Caroline, as well as the City of Fredericksburg. At various places along its course through the Region, I-95 fails from too much traffic and too little capacity. This failure adversely affects the nation as a whole, but it directly threatens the economic well-being and quality of life of residents in the Region. -
Steviari E. Outler Ecoiloiiiic Analysi S Division \Lolp? National Trailsportation Systcins Center
ESTIMATING TtiE REGIONIIL ECOit'O:dIC SIGNIFICANCE OF A1RFORTS Steviari E. Outler Ecoiloiiiic Analysi s Division \lolp? National Trailsportation Systcins Center Lt>iircnceJ. Kiernail National Planning Divisicn ' Fedel-a1 Aviation Adii~inis1.raiiorl Preface Ciiapter 1 - Introduction 1.1 Furpose 1.2 A ' lieI4east1rcs 1.3 Applications Chaplsr 2 - Benefits Catc-gorics of Benniiis Transportation Kencfit Rules of T1it111:b Effect of !ncreas~dActivity Reduced Delays Cor;,:ilc~ni iy 6erii;ii t 5 Stimulation of Busin~ss Access to th; National Lirport Syste111 Recreat i on Commerciai Activities Chapter 3 - Economic Impacts 3.1 Dofi ni Lions of Ecor>o~iiicII;!;)?c~s 3.2 r e i Esiiil:ztes Chapter 4 - Preparation of an Ecorlo;ijic !mp:ct Assess!~ient Chapter 5 - Surniaary Appendices 8 Oe~-i%:atio~~of Iehl? 3-1 for Estiinating Expenditures p?r Visitor C Est ir~atingECOI~U;;I~C I!~![)acts Usirg th~ R!I-1S 1I 1~1~11tipli~rs References .Lis:?. of Tables Paae 2-1 Transportation Beneii t Variables 2-2 Approxiniate Denciiis for Various Activity Lev~ls 3 - 1 Expendi turer, psr \:'isi tor 3-2 ~lpproximataimpacts for Yari cus Activity tcvels 4-1 Iipproximatc Genefi ts ant1 linpzcis for \/arious Acti vi ty Levels 36 1'4- 1 Airports with riior!? than 1 ilil lion Passengers 11-3 U- 1 Original Data Set B- I 8-2 Final Form of the Data Set 3-2 6-3 Expenditures per Visitor, !907=100 8-3 B-4 Expenditures per Visitor, 1991=!00 fj-4 C- 1 Aviation RIWS II Code Numbers C-3 Fic~ureNo. -
The State of Asian Pacific America
THE STATE OF ASIAN PACIFIC AMERICA THE STATE OFASIANPACIFICAMERICA: ECONOMIC DIVERSITY, ISSUES & POLICIES A Public Policy Report PAULONG Editor LEAP Asian Pacific American Public Policy Institute and UCLA Asian American Studies Center 1994 Leadership Education for Asian Pacifies (LEAP), 327 East Second Street, Suite 226, Los Angeles, CA 90012-4210 UCLA Asian American Studies Center, 3230 Campbell Hall, 405 Hilgard Avenue, Los Angeles, CA 90024-1546 Copyright© 1994 by LEAP Asian Pacific American Public Policy Institute and UCLA Asian American Studies Center All rights reserved. Printed in the United States of America. ISBN: 0-934052-23-9 Cover design: Mary Kao The State of Asian Pacific America: Economic Diversity, Issues & Policies Paul Ong, Editor Table of Contents Preface vii Don T. Nakanishi and J. D. Hokoyama Chapter 1 Asian Pacific Americans and Public Policy 1 Paul Ong Part I. Overviews Chapter 2 Historical Trends 13 Don Mar and Marlene Kim Chapter3 Economic Diversity 31 Paul Ong and Suzanne J. Hee Chapter4 Workforce Policies 57 Linda C. Wing Part II. Case Studies Chapter5 Life and Work in the Inner-City 87 Paul Ong and Karen Umemoto v Chapter6 Welfare and Work Among Southeast Asians 113 Paul Ong and Evelyn Blumenberg Chapter 7 Health Professionals on the Front-line 139 Paul Ong and Tania Azores Chapter 8 Scientists and Engineers 165 Paul Ong and Evelyn Blumenberg Part UI. Policy Essays Chapter9 Urban Revitalization 193 Dennis Arguelles, Chanchanit Hirunpidok, and Erich Nakano Chapter 10 Welfare and Work Policies 215 Joel F. Handler and Paul Ong Chapter 11 Health Care Reform 233 Geraldine V. -
View of the Literature
PREDICTING SELECTED BEHAVIORAL CHARACTERISTICS ON THE BASIS OP OBSERVATION OF A GROUP PSYCHOTHERAPY SESSION WITH MENTAL PATIENTS DISSERTATION Presented in Partial Fulfillment of the Requirements for the Degree Doctor of Philosophy In the Graduate School of The Ohio State University By THOMAS MUN CHEW CHANG, B. A,, M. A. ***** The Ohio State University 1957 Approved by: Adviser Department of Psychology ACKNOWLEDGEMENTS There are many individuals and groups of people to whom I am deeply indebted for their various contributions to this study. Dr. Charles Lynch, as supervisor of my psycho therapy work and personal friend, contributed to the fashioning of an investigation from the first nebulous hypotheses conceived. Dr. Jack Basham, as Chief of the Vocational Counseling Service at the Veterans Administration Hospital, Chillicothe, Ohio, gave his full administrative and professional support. The nurses and aides in the Exit Service Program and the rehabilitation therapists in the clinics gave generously of their interest and effort in making criterion ratings and behavior and therapy perform ance reports. The Registrar’s Office was always ready to provide record folders and other data on patients when requested. Mr. Robert Sone, Mr. Edward Polder, and Dr. Fred Wright, as Counseling Psychology trainees, performed as observers and raters in the study and were actively inter ested in the proceedings. The consultants from The Ohio State University con tributed significantly to the entire project. Dr. Collins Burnett and Dr. Francis Robinson participated in the design of the study and acted as observers and raters in the group ii H i therapy sessions. Dr. John R. Kinzer also acted as an obser ver and rater in the summer of 195b prior to his going on l e a v e .