Demolition of Ramp C (SN ): Westbound Ontario Street to Eastbound I-90/94) over I-90/94 (JF Kennedy Expressway)

Save this PDF as:
 WORD  PNG  TXT  JPG

Size: px
Start display at page:

Download "Demolition of Ramp C (SN ): Westbound Ontario Street to Eastbound I-90/94) over I-90/94 (JF Kennedy Expressway)"

Transcription

1 I-90/94 (Kennedy Expressway) at Ohio Street Structure Replacement and Rehabilitation Section Number HB-R D Contract 60F63 Cook County, Region One, District One City of Chicago Project Overview This project is a $ 16.5 M improvement to the Ontario Street exit onto the Kennedy Expressway as part of the Ohio Street interchange project. This structure will be replaced with a 3-span, steel girder structure over I-90/94 and a single span, steel girder structure over the eastbound I- 90/94 to eastbound Ohio Street exit ramp. It also involves the extension and deck beam replacement of the westbound Ontario Street to westbound I-90/94 ramp tunnel structure. Other minor work includes the construction of a retaining wall along the westbound Ontario Street to eastbound I-90/94 ramp, drainage improvements and new roadway lighting under the tunnel structure. This project is a staged construction project. The new ramp entrance form Ontario to SE bound 90/94 ramp will remain open during construction, by keeping the existing bridge open until the first half of the new ramp is built.. A critical portion of the project from an impact to traffic is the removal of the westbound Ontario Street to eastbound I-90/94 ramp structure, a three unit, 8-span, concrete structure with the supporting columns constructed integral into the bridge. Once traffic is moved the first half of the new ramp the existing ramp/bridge can be demolished. Finally, after the existing structure is demolished the second half of the new bridge can be completed. This project has constrained site access and a traffic volume along I-90/94 of 260,000 vehicles per day. This presents many challenges to ensure worker safety and minimization of user delay along the expressway. Demolition of Ramp C (SN ): Westbound Ontario Street to Eastbound I-90/94) over I-90/94 (JF Kennedy Expressway) The demolition work will be done on 3 separate weekends. Due to the reinforced concrete integral construction with the supporting columns, demolition of this type of structure is unique and unlike removal of a typical steel beam bridge in that it cannot be disassembled in pieces, but rather must be removed one complete unit at a time. Demolition of a unit must be done all at once as the structure will become unstable once demolition begins. The amount of roadway protection, demolition and clean-up cannot be accomplished within relatively short windows normally associated with traditional bridge demolition of this type. Unit 3 Unit 2 Unit 1 The structure consists of 7 piers, one to the east of WB I-90/94, one on either side of the reversible lanes, three between EB I-90/94 and EB I-90/94 to EB Ohio Exit ramp, and one to the 1

2 west of EB I-90/94 to EB Ohio Exit ramp. There are hinged expansion joints between Unit 1 and Unit 2 and between Unit 2 and Unit 3. The hinge joint between Unit 1 and Unit 2 is over the reversible lanes. Because the middle section (Unit 2) of the structure between the hinge joints needs to be removed first, for stability of the remaining structure, it requires the reversible lanes to be closed during the complete demolition process of Units 1 and 2. Demolishing the bridge over separate weekends allows one direction of I-90/94 to remain at full capacity with no lane closures, as opposed to both directions being impacted at the same time. During the demolition of Unit 3 the reversible lanes can remain open. EXISTING HINGE LOCATION Each of the three bridge units contain approximately 570 cubic yards of concrete and steel rebar weighing in excess of 1,000 tons. Demolition and removal will require 45 truckloads of debris to be hauled away to a recycling facility. Safely removing this volume of concrete while maintaining stability of the structure will require one excavator on top of the structure and two placed beneath the structure to be able to chip away and remove the bridge units. It will take the three excavators 22 hours of continuous operation to safely take down each existing bridge unit. The demolition work will be separated into three (3) separate sub-stages, each having duration from Friday 10 p.m. to Monday 5 a.m. for a total of 55 hours. Prior to the roadway closures or ramp closures are put in to place, the Contractor will have to install multiple detours. Once the road is staged, the Contractor will install protective measures for the existing concrete pavement, barrier walls and reversible gate equipment to ensure the roadway is ready to handle traffic when reopened. Protection of the roadway pavement by installing a sand cushion and steel plates will take approximately 4 hours to complete. After demolition is complete, the cleanup process and equipment removal will take another 15 hours. Below is a summary: Traffic Control and Setup: 8 hours Protection of I-90/94 pavement and reversible lane equipment: 4 hours Demolition Process and Shoring: 22 hours Cleanup and Equipment Removal: 15 hours Traffic Control removal and restoration: 6 hours The 55 hour duration allows the work to be safely completed and the roadway opened to traffic Monday 5:00 a.m. before the morning rush hour. 2

3 Suggested Alternates: Motorists will be advised to seek alternates during the demolition; utilizing public transportation to the greatest extent possible is strongly encouraged. Trips around the City of Chicago from Indiana and Wisconsin are encouraged to use I-294 (Tri-State Tollway) or I-80 to I-39. From the north and west suggested routes include I-290 and US 41 (Lake Shore Drive). From the south I-55 and US 41 (Lake Shore Drive) may be considered. Ogden Avenue will be a posted detour for closed ramps from the Eisenhower to Kennedy Expressways. The Department is working with the City of Chicago on local alternates. The first weekend, the proposed alternate being considered is a car only on Western Avenue from I-90 to I-290. The second weekend (OB impacted weekend), the alternate being considered is a car only from I-94 exit 35 th Street to Ashland to I-90. Traffic Control: Removal of the bridge will require extensive protection of the work zone from traffic, requiring a rerouting of either the northbound or southbound through lanes of I-90/94. One direction of traffic will be reduced to two lanes beginning approximately one mile upstream of the work zone and rerouted away from the bridge during two of the three demolition stages, providing a safe work zone for both the Contractor and traveling public. The level of traffic control to create the work zone is very extensive and involves multi-lane expressway closures, ramp closures, installation of ground mounted and overhead sign panels, pavement restriping, barrier wall placement, mobilization of traffic control personnel, and traffic signal modifications. This process of setting up the traffic control will take approximately 6 to 8 hours to setup and 6 to 8 hours to remove. The demolition work will be separated into three (3) separate sub-stages. Each of the demolition stages will result in the following traffic control: Weekend #1 (Removal of Unit 2 over EB I-90/94): Divert two (2) lanes of EB I-90/94 onto EB Ohio Street exit. Construct temporary runaround within the interchange infield area to access I-90/94. Weekend #2 (Removal of Unit 1 over WB I-90/94): Divert two (2) lanes of WB I-90/94 traffic onto EB Ohio Street. Continue to Orleans Street to make a U-turn and head along WB Ontario Street to access WB I-90/94. The intersection at Orleans Street will be reconfigured and restriped to allow free-flow movements. Weekend #3 (Removal of Unit 3 over Ramp D): Both directions of I-90/94 open, Close Ohio Street entrance and exit ramps to/from I-90/94) The second and third weekend demolition MAY switch due to coordination with the City of Chicago and State. The following are weekends that have been determined for work to be achieved: o June 13, 2014 to June 16, 2014 o June 20, 2014 to June 23, 2014 o June 27, 2014 to June 30,

4 Naturally the schedule is subject to work being completed and weather. Therefore, the following are alternate dates: o July 18, 2014 to July 21, 2014 o July 25, 2014 to July 28, 2014 o August 08, 2014 to August 11, 2014 Demolition Plan and Detour o Unit 2 Demolition Over EB I-90/94 & Reversible Lanes Closures o EB I-90/94 mainline (Chicago Avenue to Grand Avenue) o WB Ontario Street to EB I-90/94 Entrance Ramp o EB I-90/94 to EB Ohio Street Exit Ramp o Augusta Boulevard Entrance Ramp o Division Street Entrance Ramp o Jackson Boulevard Entrance Ramp Detours o EB I-90/94 mainline EB traffic on EB I-90/94 will be detoured onto EB Ohio Street exit ramp past the bridge and then back onto EB I- 90/94 o WB Ontario Street to EB I-90/94 Entrance Ramp SB traffic on Orleans Street will be detoured onto EB Erie Street to SB Clark Street to WB Congress Boulevard to EB I-90/94 entrance ramp NB traffic on Orleans Street will be detoured onto EB Illinois Street to SB Clark Street to WB Congress Boulevard to EB I-90/94 entrance ramp WB traffic on Ontario Street will be detoured onto SB Clark Street to WB Congress Boulevard to EB I-90/94 entrance ramp o EB I-90/94 to EB Ohio Street Exit Ramp EB traffic on I-90/94 will be detoured onto SB Racine Avenue to EB Grand Avenue to NB Orleans Avenue to EB Ohio Street o Augusta Boulevard Entrance Ramp EB traffic on Augusta Boulevard will be detoured onto SEB Milwaukee Avenue to SWB Ogden Avenue to I-290 entrance ramps. o Division Street Entrance Ramp 4

5 EB traffic on Division St will be detoured onto SEB Milwaukee Avenue to SWB Ogden Avenue to I-290 entrance ramps WB traffic on Division Street will be detoured onto SB Elston Avenue to SEB Milwaukee Avenue to SWB Ogden Avenue to I-290 entrance ramps o Jackson Boulevard Entrance Ramp EB traffic on Jackson Boulevard will be detoured onto northbound Jefferson St to westbound Adams St to westbound I-90/94 o Unit 1 Demolition Over WB I-90/94 & Reversible Lanes Closures o WB I-90/94 Mainline (Grand Avenue to Ogden Avenue) o WB I-90/94 to EB Ohio Street Exit Ramp o WB Ontario Street to EB I-90/94 Entrance Ramp o WB Ontario Street to WB I-90/94 Entrance Ramp o EB I-90/94 to EB Ohio St Exit Ramp o WB Congress Boulevard to WB I-90/94 Entrance Ramp o EB I-290 to WB I-90/94 o Jackson Boulevard Entrance Ramp o Adams Street Entrance Ramp o Madison Street Entrance Ramp o Randolph Street Entrance Ramp Detours o WB I-90/94 Mainline WB traffic on I-90/94 will be detoured onto EB Ohio Street to NB Orleans Street to WB Ontario Street to WB I-90/94 entrance ramp o WB I-90/94 to EB Ohio Street Exit Ramp WB traffic on WB I-90/94 will be detoured onto EB Roosevelt Road to NB Clark Street to EB Ohio Street o WB Ontario Street to EB I-90/94 Entrance Ramp NB traffic on Orleans Street will be detoured onto WB Illinois Street to SB Clark Street to WB Congress Boulevard to EB I-90/94 entrance ramp SB traffic on Orleans Street will be detoured onto WB Erie Street to SB Clark Street to WB Congress Boulevard to EB I-90/94 entrance ramp 5

6 WB traffic on Ontario Street will be detoured onto SB Clark Street to WB Congress Boulevard to EB I-90/94 entrance ramp o WB Ontario Street to WB I-90/94 Entrance Ramp NB traffic on Orleans Street will be detoured onto WB Grand Ave to NEB Ogden Avenue to WB I-90/94 entrance ramp SB traffic on Orleans Street will be detoured onto EB Erie Street to SB LaSalle Street to WB Grand Ave to NEB Ogden Ave to WB I-90/94 entrance ramp WB traffic on Ontario Street will be detoured onto SB LaSalle Street to WB Grand Ave to NEB Ogden Ave to WB I-90/94 entrance ramp o EB I-90/94 to EB Ohio Street Exit Ramp EB traffic on I-90/94 will be detoured onto SB Racine Avenue to EB Grand Ave to NB Orleans Street to EB Ohio Street o WB Congress Boulevard to WB I-90/94 Entrance ramp WB traffic on Congress Boulevard will be detoured onto WB I-290 to NB Ashland Avenue to NEB Ogden Ave to WB I-90/94 entrance ramp o EB I-290 to WB I-90/94 Entrance Ramp EB traffic on I-290 will be detoured onto NB Ashland Avenue to NEB Ogden Ave to WB I-90/94 entrance ramp o Jackson Boulevard Entrance Ramp EB traffic on Jackson Boulevard will be detoured onto NB Jefferson Street to WB Adams Street to NEB Ogden Avenue to WB I-90/94 entrance ramp o Adams Street Entrance Ramp WB traffic on Adams Street will be detoured onto NEB Ogden Avenue to WB I-90/94 entrance ramp o Madison Street Entrance Ramp WB traffic on Madison Street will be detoured onto NEB Ogden Avenue to WB I-90/94 entrance ramp EB traffic on Madison Street will be detoured onto SB Des Plaines Street to WB Adams St to NEB Ogden Avenue to WB I-90/94 entrance ramp o Randolph Street Entrance Ramp WB traffic on Randolph Street will be detoured onto NEB Ogden Avenue to WB I-90/94 entrance ramp 6

7 o Unit 3 Demolition Over EB I-90/94 to EB Ohio Street Exit Ramp Closures o EB I-90/94 to Ohio Street Exit Ramp o WB Ontario Street to EB I-90/94 Entrance Ramp Detours o EB I-90/94 to Ohio Street Exit Ramp EB traffic on I-90/94 will be detoured onto SB Racine Avenue to EB Grand Avenue to NB Orleans Avenue to EB Ohio Street o Ontario St to EB I-90/94 Entrance Ramp WB traffic on Ontario Street will be detoured onto WB I- 90/94 entrance ramp to WB Augusta Boulevard exit ramp to EB I-90/94 entrance ramp 7

8 State of Illinois Illinois Department of Transportation PROJECT OVERVIEW The interchange of I-90/94 at Ohio and Ontario was constructed in 1959 and promotes access to and from the Central Business District and the River North area of Chicago. The current roadway project is in the process of reconstructing and realigning the roadway pavement and the structure carrying traffic from Ontario Street to Eastbound I-90/94. The structure carrying the ramp over Westbound Ontario Street to I-90/94 is also being rehabilitated. The existing Ohio Street structure is a cast-in-place concrete curved box girder bridge. Based on its age and condition, the structure needs to be replaced. The first stage which is currently underway will construct a portion of the new bridge adjacent to the existing structure, while traffic continues to utilize the existing bridge. To complete bridge demolition, weekend closures on either I-90/94 or the Ohio Street ramps, beginning with full closures starting on the inbound expressway, have been coordinated between State and City officials for the following weekends: JUNE 13, 14, p.m. Friday 5 a.m. Monday JUNE 20, 21, p.m. Friday 5 a.m. Monday JUNE 27, 28, p.m. Friday 5 a.m. Monday All of the closures are weather dependent. If there are delays, the backup weekend dates are as follows: July 18, July 25 and August 8. More information will be provided on the website as demolition plans are developed and based on progress of work. For any questions or concerns regarding the I-90/94 (Kennedy Expressway) at Ohio Street Structure Replacement & Rehabilitation project, please visit

9 For any questions or concerns regarding the I-90/94 (Kennedy Expressway) at Ohio Street Structure Replacement & Rehabilitation project, please visit Printed by authority of the State of Illinois, , 05/14, 2000

10 X Alternate Route I-39 I-355 I-294 US-41 X Closure

DESIGN PUBLIC HEARING

DESIGN PUBLIC HEARING DESIGN PUBLIC HEARING JUNE 22, 2016 AT TOWN HALL AUDITORIUM 11 TOWN HOUSE ROAD WESTON, MASSACHUSETTS 7:00 PM FOR THE PROPOSED DEMOLITION OF LEGACY TOLL PLAZAS ALONG I-90 DISTRICT 6 PLAZAS 14, 15 AND 55

More information

I-405 Sepulveda Pass Improvements Project. Community Advisory Committee September 23, 2010

I-405 Sepulveda Pass Improvements Project. Community Advisory Committee September 23, 2010 I-405 Sepulveda Pass Improvements Project Community Advisory Committee September 23, 2010 1 Click to edit Master title style Click to edit Master text styles Regional Project Updates Second level Third

More information

Allowable Lane Closure Hours. for the. State Highway System. Hampton Roads District. Virginia Department of Transportation.

Allowable Lane Closure Hours. for the. State Highway System. Hampton Roads District. Virginia Department of Transportation. Allowable Lane Closure Hours for the State Highway System in Hampton Roads District Virginia Department of Transportation June 06 Allowable Lane Closure Hours Hampton Roads District Revisions Date Description

More information

USE OF BLUETOOTH TECHNOLOGY IN TRAFFIC DATA COLLECTION & MANAGEMENT

USE OF BLUETOOTH TECHNOLOGY IN TRAFFIC DATA COLLECTION & MANAGEMENT USE OF BLUETOOTH TECHNOLOGY IN TRAFFIC DATA COLLECTION & MANAGEMENT Justin Effinger, EIT Research Assistant/Teaching Assistant Department of Civil Engineering & Mechanics University of Wisconsin Milwaukee

More information

ACEC OC February 22, 2017

ACEC OC February 22, 2017 ACEC OC February 22, 2017 I-405 Freeway 1958 I-405 Freeway Today Measure R Highway Projects Study Area Highway Program Project Status Summary (Measure R Funded) # Project Current Phase Estimated Cost of

More information

Segmental Bridge Technology Established and Evolving. W. Jay Rohleder, Jr, P.E., S.E. Senior Vice President / Project Development FIGG

Segmental Bridge Technology Established and Evolving. W. Jay Rohleder, Jr, P.E., S.E. Senior Vice President / Project Development FIGG 1 Segmental Bridge Technology Established and Evolving W. Jay Rohleder, Jr, P.E., S.E. Senior Vice President / Project Development FIGG 2 Segmental Bridge Topics Addressed Definition of concrete segmental

More information

Appendix B: Transportation B-10 Toll Plaza Analysis

Appendix B: Transportation B-10 Toll Plaza Analysis Appendix B: Transportation B-10 Toll Plaza Analysis TRAFFIC-DESIGN STUDIES TZB TOLL PLAZA ANALYSES STUDY ASSUMPTIONS Study Goal: Provide assessment of current design concept for toll plaza operations under

More information

EVALUATING AN ADAPTIVE SIGNAL CONTROL SYSTEM IN GRESHAM. James M. Peters, P.E., P.T.O.E., Jay McCoy, P.E., Robert Bertini, Ph.D., P.E.

EVALUATING AN ADAPTIVE SIGNAL CONTROL SYSTEM IN GRESHAM. James M. Peters, P.E., P.T.O.E., Jay McCoy, P.E., Robert Bertini, Ph.D., P.E. EVALUATING AN ADAPTIVE SIGNAL CONTROL SYSTEM IN GRESHAM James M. Peters, P.E., P.T.O.E., Jay McCoy, P.E., Robert Bertini, Ph.D., P.E. ABSTRACT Cities and Counties are faced with increasing traffic congestion

More information

Appendix CANADA / Québec Montréal tunnels Ville-Marie & Viger

Appendix CANADA / Québec Montréal tunnels Ville-Marie & Viger PIARC WG5 Complex Underground Road Networks Part A Case Studies - appendices Appendix 3.1 - CANADA / Québec Montréal tunnels Ville-Marie & Viger 1. SUMMARY The Ville-Marie and Viger tunnel complex is part

More information

1050 Page Mill Road Office Development

1050 Page Mill Road Office Development 1050 Page Mill Road Office Development Transportation Impact Analysis Prepared for: 1050 Page Mill Road Property, LLC April 15, 2015 Hexagon Office: 2 N. Second Street, Suite 400 San Jose, CA 95113 Hexagon

More information

PRECAST CONCRETE BRIDGE SUBSTRUCTURE COMPONENTS. Presented by: Matthew Youngblood, PE, SE Scott Noyer, PE Janssen & Spaans Engineering

PRECAST CONCRETE BRIDGE SUBSTRUCTURE COMPONENTS. Presented by: Matthew Youngblood, PE, SE Scott Noyer, PE Janssen & Spaans Engineering PRECAST CONCRETE BRIDGE SUBSTRUCTURE COMPONENTS Presented by: Matthew Youngblood, PE, SE Scott Noyer, PE Janssen & Spaans Engineering PRECAST SUBSTRUCTURE COMPONENTS ADVANTAGES SCHEDULE INCREASES CONSTRUCTION

More information

WSDOT LED Adaptive Roadway Lighting & Illumination Reform

WSDOT LED Adaptive Roadway Lighting & Illumination Reform WSDOT LED Adaptive Roadway Lighting & Illumination Reform Keith Calais Signal and Illumination Engineer Western States Rural Transportation Technology Implementers Forum June 17-19, 2014 Yreka, CA 1 Each

More information

50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges

50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges 50.24 Culverts, Bridges and Culvert Bridges Type, Size and Location (T, S & L) Plans shall be required for all Bridges, Culvert Bridges and Culverts of eight-foot (8') clear span or greater as follows:

More information

Vulcan Materials Company - Sanger/Centerville Project, Fresno County - Traffic Impact Analysis

Vulcan Materials Company - Sanger/Centerville Project, Fresno County - Traffic Impact Analysis 3.0 TRAFFIC IMPACTS 3.1 TRIP GENERATION To assess the impacts that the project may have on the surrounding streets, the first step was to determine Project trip generation. Project trip generation is shown

More information

Phase 2 Silver Line Update

Phase 2 Silver Line Update Phase 2 Silver Line Update Committee for Dulles Leslie Pereira, Communications & Outreach Manager Capital Rail Constructors February 16, 2017 Safety Since Notice to Proceed: Manpower Hours: 3,280,898

More information

Guide Sign Policy for Secondary State Highways Edition

Guide Sign Policy for Secondary State Highways Edition Massachusetts Highway Department, Ten Park Plaza, Boston, MA 02116-3973 ` Guide Sign Policy for Secondary State Highways 2005 Edition Revised September 2005 1. PURPOSE The Massachusetts Highway Department

More information

CHAPTER 1: TITLE SHEET and GENERAL LAYOUT

CHAPTER 1: TITLE SHEET and GENERAL LAYOUT CHAPTER 1: TITLE SHEET and GENERAL LAYOUT AREA OF ENVIRONMENTAL SENSITIVITY It is important to show the areas of environmental sensitivity in the plan to make sure these areas are not impacted. These locations

More information

CITY OF DANA POINT DEVELOPMENT REVIEW

CITY OF DANA POINT DEVELOPMENT REVIEW Section I EARTHWORK CITY OF DANA POINT DEVELOPMENT REVIEW COST ESTIMATE UNIT PRICE LIST May 2002 Page 1 of 12 Section I EARTHWORK TABLE OF CONTENTS SECTION AND TOPICS...PAGE INTRODUCTION... i I EARTHWORK...

More information

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION 4.0. INTRODUCTION PART 4 STANDARD DRAWINGS FOR CONSTRUCTION In this document, Ivins City adopts the most recent edition (currently 2007), including all amendments, of the APWA Utah Chapter s Manual of

More information

adopted in Hong Kong

adopted in Hong Kong Prefabricated Construction Systems for Building and Civil works adopted in Hong Kong Presented by Raymond W M Wong Division of Building Science & Technology City University of Hong Kong The presentation

More information

Revised BRIDGE REPORT AND LAYOUT PAVEMENT STRUCTURE DESIGN CHAPTER VII UTILITIES CHAPTER VIII TRAFFIC CONTROL DEVICES

Revised BRIDGE REPORT AND LAYOUT PAVEMENT STRUCTURE DESIGN CHAPTER VII UTILITIES CHAPTER VIII TRAFFIC CONTROL DEVICES CHAPTER I CHAPTER II CHAPTER III CHAPTER IV CHAPTER V CHAPTER VI GENERAL INFORMATION PRELIMINARY DESIGN SURVEYS DETAIL DESIGN BRIDGE REPORT AND LAYOUT PAVEMENT STRUCTURE DESIGN CHAPTER VII UTILITIES Revised

More information

CHIPPEWA FALLS. Chippewa Falls High School 735 Terrill Street Chippewa Falls WI 54729

CHIPPEWA FALLS. Chippewa Falls High School 735 Terrill Street Chippewa Falls WI 54729 CHIPPEWA FALLS Four of the schools in Chippewa Falls are located within a 4-block radius, please use the basic instructions for the Chippewa Falls High School to get to these four schools: Chippewa Falls

More information

WHITE PAPER BENEFITS OF OPTICOM GPS. Upgrading from Infrared to GPS Emergency Vehicle Preemption GLOB A L TRAFFIC TE CHNOLOGIE S

WHITE PAPER BENEFITS OF OPTICOM GPS. Upgrading from Infrared to GPS Emergency Vehicle Preemption GLOB A L TRAFFIC TE CHNOLOGIE S WHITE PAPER BENEFITS OF OPTICOM GPS Upgrading from Infrared to GPS Emergency Vehicle Preemption GLOB A L TRAFFIC TE CHNOLOGIE S 2 CONTENTS Overview 3 Operation 4 Advantages of Opticom GPS 5 Opticom GPS

More information

Methuen Rotary Project Meeting Summary: March 24, 2009; 4:30 p.m. 6:30 p.m. Merrimack Valley Methuen Branch YMCA

Methuen Rotary Project Meeting Summary: March 24, 2009; 4:30 p.m. 6:30 p.m. Merrimack Valley Methuen Branch YMCA Methuen Rotary Project Meeting Summary: March 24, 2009; 4:30 p.m. 6:30 p.m. Merrimack Valley Methuen Branch YMCA Advisory Committee Attendees Brian Ackley, Tetra Tech Rizzo John Gregg, MassHighway District

More information

FIGG. Accelerated With Bridge Construction. Concrete Segmental. Bridges. William R. (Randy) Cox, P.E. American Segmental Bridge Institute

FIGG. Accelerated With Bridge Construction. Concrete Segmental. Bridges. William R. (Randy) Cox, P.E. American Segmental Bridge Institute Accelerated With Bridge Construction Bridges Concrete Segmental William R. (Randy) Cox, P.E. American Segmental Bridge Institute Outline Introduction Precast Segmental Bridges Balanced Cantilever Span-by-Span

More information

Any of the above may be used as source documents. Let's discuss each of these types of documentation.

Any of the above may be used as source documents. Let's discuss each of these types of documentation. INTRODUCTION TO DOCUMENTATION Much of the work of preparing final estimates involves careful and orderly documentation of measurements and computations. You will become familiar with the various types

More information

Straight Line Diagram. Forest 27 January 2018

Straight Line Diagram. Forest 27 January 2018 Straight Line Diagram (Including Drain Pipes) Forest 27 January 2018 This document was produced by the Pennsylvania Department of Transportation (PENNDOT) as an internal management tool for State maintained

More information

Straight Line Diagram. Mifflin 44 January 2017

Straight Line Diagram. Mifflin 44 January 2017 Straight Line Diagram (Including Drain Pipes) Mifflin 44 January 2017 This document was produced by the Pennsylvania Department of Transportation (PENNDOT) as an internal management tool for State maintained

More information

Overview of Precast ABC Projects in the Pacific Northwest. Chuck Prussack, P.E., Oldcastle Precast, Inc - Spokane

Overview of Precast ABC Projects in the Pacific Northwest. Chuck Prussack, P.E., Oldcastle Precast, Inc - Spokane Overview of Precast ABC Projects in the Pacific Northwest Chuck Prussack, P.E., Oldcastle Precast, Inc - Spokane 1 Techniques Additional prefabrication of units to reduce field timeline Simplify deck installation

More information

Signaling Crossing Tracks and Double Track Junctions

Signaling Crossing Tracks and Double Track Junctions Signaling Crossing Tracks and Double Track Junctions Welcome. In this tutorial, we ll discuss tracks that cross each other and how to keep trains from colliding when they reach the crossing at the same

More information

PUBLICATION 213. Think Safety First

PUBLICATION 213. Think Safety First PUBLICATION 213 (67 PA CODE, CHAPTER 212) Think Safety First Pub 213 (02-08) Appendix Appendix A - Temporary/Portable

More information

IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction

IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction This standard developed by the International Grooving and Grinding Association (IGGA) specifies the procedures for construction of dowel

More information

REQUEST FOR PROPOSAL

REQUEST FOR PROPOSAL REQUEST FOR PROPOSAL Engineering Design Services for the Preliminary Engineering of Lake Nepessing/Davison/Genesee Intersection Improvements Sections 1, 2, 11 and 12 of Elba Township Lapeer County, Michigan

More information

Table 5G-2.01: Transverse Joint Requirements. Transverse Joint Type 6 C 12 7 C 15 8 CD CD CD 1 20

Table 5G-2.01: Transverse Joint Requirements. Transverse Joint Type 6 C 12 7 C 15 8 CD CD CD 1 20 Design Manual Chapter 5 - Roadway Design 5G - PCC Pavement Joints 5G-2 Types of Joints A. Jointing PCC pavement joints are necessary primarily to control the location of cracks that occur from natural

More information

Arizona I-10 EB NGCS and CDG Test Section Draft Construction Report

Arizona I-10 EB NGCS and CDG Test Section Draft Construction Report 2010 Arizona I-10 EB NGCS and CDG Test Section Draft Construction Report NGCS and CDG test sections were constructed on I-10 EB in the vicinity of Estrella Parkway interchange in Avondale, Arizona. Both

More information

Letting Schedule For Letting of

Letting Schedule For Letting of March 16, 2018 * includes grading, drainage, base surface, bridge and misc. construction costs (excludes 2% percent construction contingency). Cost* (1000) Central Callaway Old US Highway 54 and County

More information

DEVELOPMENT PLAN CHECKLIST

DEVELOPMENT PLAN CHECKLIST Project Identification Information: DEVELOPMENT PLAN CHECKLIST 1.0 GENERAL 1.1 Additional information as required by specific Land Use 1.2 All sheets to include sheet number ( of ) 1.3 Seal and signature

More information

Office: From Atlanta VIA I 85 Directions to Alpine Helen from Outback Lodge

Office: From Atlanta VIA I 85 Directions to Alpine Helen from Outback Lodge From Atlanta VIA I 85 Take I 85 North to I 85/I 985 interchange at Exit 113 (I 985 is a left side exit) Follow I 985/US 23 (Sidney Lanier Parkway) North After Exit 24 I 985/US 23 becomes US 23/GA 365 Continue

More information

PRECAST CONCRETE STRUCTURES

PRECAST CONCRETE STRUCTURES PRECAST CONCRETE STRUCTURES 1. INTRODUCTION The concept of precast (also known as prefabricated ) construction includes those buildings, where the majority of structural components are standardized and

More information

MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY

MSD STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY MSD M etr o p olitan S e w e r Di s t r ict STANDARD DRAWINGS LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT 700 WEST LIBERTY STREET LOUISVILLE, KENTUCKY 40203-1911 STANDARD DRAWINGS DIVISION

More information

Introduction 3. System Overview 3. Before Installation 3. Limitations and Warnings 4. Safety Statements 4. Parts Identification 5.

Introduction 3. System Overview 3. Before Installation 3. Limitations and Warnings 4. Safety Statements 4. Parts Identification 5. June 2015 Table of Contents Introduction 3 System Overview 3 Before Installation 3 Limitations and Warnings 4 Safety Statements 4 Parts Identification 5 Preparation 7 Soil Conditions 7 Tools Required 7

More information

HOLLOW CORE PRODUCTS GROUNDED IN STRENGTH

HOLLOW CORE PRODUCTS GROUNDED IN STRENGTH HOLLOW CORE PRODUCTS GROUNDED IN STRENGTH usable space under your garage 8 form - 8 Hollow Core 7' - 11-1/2" 3" min. topping for precast diaphragms 2-3/ 3" MIN. TOPPING FOR PRECAST DIAPHRAGMS 7' - 11-3/4"

More information

Better together. It s Your Bus. It s Your EmX. A Riders Guide to New Service in West Eugene Beginning September 17, 2017

Better together. It s Your Bus. It s Your EmX. A Riders Guide to New Service in West Eugene Beginning September 17, 2017 Better together. Cover West Eugene Service Redesign Bus Image A Riders Guide to New Service in West Eugene Beginning September 17, 2017 It s Your Bus. It s Your EmX. At Lane Transit District, we are driven

More information

The John Deere Attractions. You ll find something you love

The John Deere Attractions. You ll find something you love The John Deere Attractions You ll find something you love Plan an adventure everyone will love. Take a journey through nearly two centuries of innovation at the John Deere attractions. Start in Grand Detour,

More information

Development and Application of On-Line Strategi for Optimal Intersection Control (Phase Ill) 1II II! IIi1111 III. I k I I I

Development and Application of On-Line Strategi for Optimal Intersection Control (Phase Ill) 1II II! IIi1111 III. I k I I I iii DEPi T OF TRANSPORTATIONi j - "L IIIIIIIIIIIIIII l ll IIIIIIIIIIN lll111111111 II 1II II!11111 11IIi1111 III 3 0314 00023 6447 Report Number C/UU'. I -.: ; ',, I k I I S1 I 0 I I a, Cu 60 C P1-5 /I

More information

Dauphin Island Bridge

Dauphin Island Bridge Design/Construction Feature Dauphin Island Bridge Presents the major design/construction highlights of the Dauphin Island Bridge a 17,814-ft (5430 m) long prestressed concrete structure located near Mobile,

More information

Appendix B: Noise Study

Appendix B: Noise Study Appendix B: Noise Study creating remarkable solutions for a higher quality of life NOISE STUDY Interstate 55 Route PP to County Road 311 Prepared for: MoDOT PROJECT NO. J010956 November 2014 Prepared

More information

"Sophisticated Model Railroad Electronics"

Sophisticated Model Railroad Electronics LOGIC RAIL TM "Sophisticated Model Railroad Electronics" TECHNOLOGIES 21175 Tomball Pkwy Phone: (281) 251-5813 Suite 287 email: info@logicrailtech.com Houston, TX 77070 http://www.logicrailtech.com Block

More information

Pacificans for Highway 1 Alternatives c/o Hal Bohner

Pacificans for Highway 1 Alternatives c/o Hal Bohner Pacificans for Highway 1 Alternatives c/o Hal Bohner 1 1 5 A n g e l i t a A v e n u e P a c i f i c a, C A 9 4 0 4 4 phone 650-359-4257 hbohner@earthlink.net Via Email September 6, 2012 Mr. Bijan Sartipi

More information

CITY OF APACHE JUNCTION DEVELOPMENT SERVICES CIVIL ENGINEERING PLAN REVIEW CHECKLIST PROJECT: LOCATION:

CITY OF APACHE JUNCTION DEVELOPMENT SERVICES CIVIL ENGINEERING PLAN REVIEW CHECKLIST PROJECT: LOCATION: CITY OF APACHE JUNCTION DEVELOPMENT SERVICES CIVIL ENGINEERING PLAN REVIEW CHECKLIST PROJECT: LOCATION: LOG NO.: LEGEND REVIEW REVIEWED BY DATE / - Requirement satisfied 1 O Requirement not satisfied 2?

More information

PHASE ONE PROJECT REPORT

PHASE ONE PROJECT REPORT MOORHEAD AREA INTEGRATED TRAIN DETECTION AND TRAFFIC CONTROL SYSTEM PHASE ONE PROJECT REPORT December 2000 Prepared for: Minnesota Department of Transportation Office of Advanced Transportation Systems

More information

CONTRACT PLANS READING

CONTRACT PLANS READING CONTRACT PLANS READING A training course developed by the FLORIDA DEPARTMENT OF TRANSPORTATION This 2009 revision was carried out under the direction of Ralph Ellis, P. E., Associate Professor of Civil

More information

MINNESOTA DEPARTMENT OF TRANSPORTATION'S MAINTENANCE OPERATIONS RESEARCH PROGRAM

MINNESOTA DEPARTMENT OF TRANSPORTATION'S MAINTENANCE OPERATIONS RESEARCH PROGRAM 28 MINNESOTA DEPARTMENT OF TRANSPORTATION'S MAINTENANCE OPERATIONS RESEARCH PROGRAM Paivi K. Martikainen and Paul F. Keranen Minnesota Department of Transportation ABSTRACT Minnesota Department of Transportation

More information

MODIFICATION # 17 TO CONTRACT NUMBER BETWEEN THE COMMONWEALTH OF VIRGINIA AND MOTOROLA, INC.

MODIFICATION # 17 TO CONTRACT NUMBER BETWEEN THE COMMONWEALTH OF VIRGINIA AND MOTOROLA, INC. MODIFICATION # 17 TO CONTRACT NUMBER 2001-035 BETWEEN THE COMMONWEALTH OF VIRGINIA AND MOTOROLA, INC. This MODIFICATION #17 is an agreement between the Commonwealth of Virginia through its Department of

More information

PROPOSED MARYWOOD DEVELOPMENT

PROPOSED MARYWOOD DEVELOPMENT ACOUSTICAL ANALYSIS PROPOSED MARYWOOD DEVELOPMENT CITY OF ORANGE, CALIFORNIA PREPARED FOR VCS Environmental 30900 RANCH VIEJO ROAD, SUITE 100 SAN JUAN CAPISTRANO, CALIFORNIA 92675 PREPARED BY A/E Tech

More information

FHWA/TX-03/ Title and Subtitle INTERSECTION VIDEO DETECTION MANUAL. September Performing Organization Code

FHWA/TX-03/ Title and Subtitle INTERSECTION VIDEO DETECTION MANUAL. September Performing Organization Code 1. Report No. FHWA/TX-03/4285-2 4. Title and Subtitle INTERSECTION VIDEO DETECTION MANUAL Technical Report Documentation Page 2. Government Accession No. 3. Recipient's Catalog No. 5. Report Date September

More information

Ranch Rail Vinyl Fence

Ranch Rail Vinyl Fence Ranch Rail Vinyl Fence INSTALLATION INSTRUCTIONS These instructions are to be used as general guidelines for the installation of your vinyl fence under normal installation conditions. Local conditions

More information

OpenBridge Modeler: What is it and how can I use it today?

OpenBridge Modeler: What is it and how can I use it today? 2015 Bentley Systems, Incorporated OpenBridge Modeler: What is it and how can I use it today? Steve Willoughby, Senior Application Engineer Agenda: Introducing OpenBridge Modeler OpenBridge Modeler Features

More information

RESIDENTIAL DEMOLITION PERMIT APPLICANT CHECKLIST

RESIDENTIAL DEMOLITION PERMIT APPLICANT CHECKLIST RESIDENTIAL DEMOLITION PERMIT APPLICANT CHECKLIST The purpose of this form is to inform applicants of: 1) the requirements for building permits and stormwater permits for residential demolition projects;

More information

PORT SUSAN MIDDLE SCHOOL SPORTS SEASONS DIRECTIONS

PORT SUSAN MIDDLE SCHOOL SPORTS SEASONS DIRECTIONS 2014-2015 PORT SUSAN MIDDLE SCHOOL SPORTS SEASONS DIRECTIONS ANACORTES SCHOOLS Anacortes High School 1916 J. Ave. Anacortes, WA 98221 Take Hwy 20 to Anacortes. Take a right on Commercial. Take a left on

More information

Item 550 Chain Link Fence

Item 550 Chain Link Fence Item Chain Link Fence 1. DESCRIPTION 2. MATERIALS Furnish, install, remove, repair, or replace chain link fence and gates. Furnish certification from the chain link fence materials manufacturer stating

More information

SHADOW ARRAY SOUTH TERMINAL REDEVELOPMENT PROJECT. DIA. PATRICK MAROLD STUDIOS INC 2013

SHADOW ARRAY SOUTH TERMINAL REDEVELOPMENT PROJECT. DIA. PATRICK MAROLD STUDIOS INC 2013 SHADOW ARRAY SOUTH TERMINAL REDEVELOPMENT PROJECT. DIA. PATRICK MAROLD STUDIOS INC 2013 The Shadow Array is a sculptural installation that will enhance and activate the valley of the South Terminal Redevelopment

More information

We have something everyone will love.

We have something everyone will love. John Deere Attractions We have something everyone will love. Pavilion Tractor & Engine Museum Historic Site World Headquarters Store Factory Tours People who visit them love them. When you visit any of

More information

Focus Group Participants Understanding of Advance Warning Arrow Displays used in Short-Term and Moving Work Zones

Focus Group Participants Understanding of Advance Warning Arrow Displays used in Short-Term and Moving Work Zones Focus Group Participants Understanding of Advance Warning Arrow Displays used in Short-Term and Moving Work Zones Chen Fei See University of Kansas 2160 Learned Hall 1530 W. 15th Street Lawrence, KS 66045

More information

HUD 811 PRA Environmental Review and Funding Requirements

HUD 811 PRA Environmental Review and Funding Requirements HUD 811 PRA Environmental Review and Funding Requirements HUD 811 PRA funds come with their own environmental review requirements that differ from familiar HOME and OHFA requirements and are somewhat more

More information

MARVIN RD SE 31ST I-5 OLD PACIFIC HWY SE STEILACOOM RD SE MULLEN RD SE NISQUALLY INDIAN RESERVATION UV 510 YELM RAINIER RD SE 123RD AVE SE RAINIER

MARVIN RD SE 31ST I-5 OLD PACIFIC HWY SE STEILACOOM RD SE MULLEN RD SE NISQUALLY INDIAN RESERVATION UV 510 YELM RAINIER RD SE 123RD AVE SE RAINIER P:\Transportation\RTP2030\Maps_Images\Map2-1.mxd Map 2-1: Capacity Projects, Thurston County, WA UV 8 12 LITTLEROCK RD SW HWY 8 173RD AVE SW OLD HWY 99 CONFEDERATED TRIBES OF THE CHEHALIS RESERVATION JAMES

More information

Pacific West LLC! " Working Journal CMT Practicum

Pacific West LLC!  Working Journal CMT Practicum Pacific West LLC! " Working Journal CMT 4890- Practicum Profile! " Pacific West LLC Construction, Environmental & Recycling Our Major Clients Locations Salt Lake City Office 1515 W. 2200 S. suite C. Salt

More information

114 SOUTH S T A T E AVAILABLE

114 SOUTH S T A T E AVAILABLE 114 SOUTH ATE A VA I L A B L E The information contained herein has been obtained from sources deemed reliable, however is subject to verification, and / or withdrawal without notice, and is submitted

More information

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD. Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND

More information

X-Tension TM Guardrail End Terminal

X-Tension TM Guardrail End Terminal Installation and Maintenance Manual X-Tension TM Guardrail End Terminal Step by Step Instructions for the Tangent, Flared and Median Applications Barrier Systems Sales and Service 3333 Vaca Valley Pkwy,

More information

ADDENDUM NO. 2. Germania Club Renovation Phase 2. Saginaw County Community Mental Health Authority WILLIAM A. KIBBE & ASSOCIATES, INC.

ADDENDUM NO. 2. Germania Club Renovation Phase 2. Saginaw County Community Mental Health Authority WILLIAM A. KIBBE & ASSOCIATES, INC. ADDENDUM NO. 2 PROJECT: OWNER: ENGINEER / ARCHITECT: PROJECT LOCATION: Saginaw County Community Mental Health Authority Germania Club Renovation Phase 2 Saginaw County Community Mental Health Authority

More information

CITY OF NEW HOPE 4401 XYLON AVENUE NORTH NEW HOPE, MINNESOTA Chair Riley called the meeting to order at 7 p.m. None

CITY OF NEW HOPE 4401 XYLON AVENUE NORTH NEW HOPE, MINNESOTA Chair Riley called the meeting to order at 7 p.m. None CITY OF NEW HOPE 4401 XYLON AVENUE NORTH NEW HOPE, MINNESOTA 55428 Citizen Advisory Commission Regular Meeting July 14, 2015 New Hope City Hall, 7 p.m. CALL TO ORDER Chair Riley called the meeting to order

More information

Design Guidelines for Deploying Closed Loop Systems

Design Guidelines for Deploying Closed Loop Systems Final Report FHWA/IN/JTRP-2001/11 Design Guidelines for Deploying Closed Loop Systems By Andrew Nichols Graduate Research Assistant Darcy Bullock Associate Professor School of Civil Engineering Purdue

More information

Designer s NOTEBOOK CORNERS AND RETURNS

Designer s NOTEBOOK CORNERS AND RETURNS Designer s NOTEBOOK CORNERS AND RETURNS PCI s Architectural Precast Concrete Services Committee explains that designing corner details requires special attention to optimize appearance, jointing and economy

More information

Section 1 REBAR ARRANGEMENT & CONSTRUCTION CARRYOUT

Section 1 REBAR ARRANGEMENT & CONSTRUCTION CARRYOUT Section 1 REBAR ARRANGEMENT & CONSTRUCTION CARRYOUT 1. Understanding of Drawing 1) Examination of drawing When construction contract is completed, the contents of the drawings are surveyed and checked

More information

Historic Bridge Foundation Facebook Archives

Historic Bridge Foundation Facebook Archives Historic Bridge Foundation Facebook Archives Focus Bridge: Caddo Lake Drawbridge January 2015 The Caddo Lake Drawbridge in Mooringsport, Louisiana, was built in 1914 by the Midland Bridge Company of Kansas

More information

Assembly Instructions for. for 31" MGS (Midwest Guardrail System) ROAD SYSTEMS, INC.

Assembly Instructions for. for 31 MGS (Midwest Guardrail System) ROAD SYSTEMS, INC. MSKT Assembly Instructions for MASH Tangent Terminal for 31" MGS (Midwest Guardrail System) ROAD SYSTEMS, INC. P. O. Box 2163 Big Spring, Texas 79721 Phone: (432) 263-2435 FAX: (432) 267-4039 Technical

More information

Plate Dowels. An Innovation Driven by Industrial Concrete Paving. Introduction

Plate Dowels. An Innovation Driven by Industrial Concrete Paving. Introduction Plate Dowels An Innovation Driven by Industrial Concrete Paving Introduction Round steel dowel bars have long been the standard load transfer device for concrete pavements with thicknesses of about 8 in.

More information

OBSI Testing of Iowa US 30 Diamond Ground Surfaces Preliminary Report

OBSI Testing of Iowa US 30 Diamond Ground Surfaces Preliminary Report 2010 OBSI Testing of Iowa US 30 Diamond Ground Surfaces 9-29- 10 Preliminary Report On September 29, 2010 the ACPA conducted OBSI testing of three diamond ground surfaces constructed by Manatts Incorporated

More information

TEMPORARY FENCES. Product catalogue

TEMPORARY FENCES. Product catalogue TEMPORARY FENCES Product catalogue WWW.SALVADA.EU OUR PRODUCTS 3 TEMPORARY FENCES 4 OPENWORK GATES AND PEDESTRIAN GATES 8 HOARDING PANELS 10 BARRIERS 12 CONNECTORS 12 FOOTINGS 12 ACCESSORIES 16 TECHNICAL

More information

Instructions. Big Action Garage

Instructions. Big Action Garage Instructions Big Action Garage 5 0 0 5 7 5 9 7 Please save these instructions for future reference. Adult assembly is required. Tool needed for assembly: Phillips Screwdriver. Please read these instructions

More information

OVER-HEIGHT FENCE/RETAINING WALL CERTIFICATION APPLICATION

OVER-HEIGHT FENCE/RETAINING WALL CERTIFICATION APPLICATION OVER-HEIGHT FENCE/RETAINING WALL CERTIFICATION APPLICATION Application information below to be completed by Applicant/Agent//Owner APN PROPERTY ADDRESS PROPERTY LOCATION (if no address) APPLICANT S NAME

More information

AASHTO/NSBA Steel Bridge Collaboration G Design Drawing Presentation Guidelines. AASHTO/NSBA Steel Bridge Collaboration

AASHTO/NSBA Steel Bridge Collaboration G Design Drawing Presentation Guidelines. AASHTO/NSBA Steel Bridge Collaboration AASHTO/NSBA Steel Bridge Collaboration G 1.2-2003 Design Drawing Presentation Guidelines AASHTO/NSBA Steel Bridge Collaboration Preface This document is a standard developed by the AASHTO/NSBA Steel Bridge

More information

Lincoln County Fire and Rescue Association Standard Operating Guideline (SOG)

Lincoln County Fire and Rescue Association Standard Operating Guideline (SOG) Number: 113 Title: Fire Dispatch Guidelines Purpose: To provide an overview of communications guidelines for fire and rescue departments. 1. Radio Etiquette All Radio users shall comply with all pertinent

More information

Post & Rail. Includes: Crossbuck, 2-Rail, 3-Rail and 4-Rail POST SUPPORT OPTIONS

Post & Rail. Includes: Crossbuck, 2-Rail, 3-Rail and 4-Rail POST SUPPORT OPTIONS Post & Rail Includes: Crossbuck, 2-Rail, 3-Rail and 4-Rail STAGGER RAIL ENDS FOR GREATER STRENGTH ALLOW 1-1/2" GAP ON HINGE SIDE OF GATE AND 1-1/4" ON LATCH SIDE OF GATE HARDWARE DIG HOLES 30" MINIMUM

More information

VILLAGE OF ITASCA COMMITTEE OF THE WHOLE MEETING MINUTES

VILLAGE OF ITASCA COMMITTEE OF THE WHOLE MEETING MINUTES VILLAGE OF ITASCA COMMITTEE OF THE WHOLE MEETING MINUTES September 5, 2017 Immediately Following Village Board Meeting Call to Order: Roll Call: Mayor Jeff Pruyn called the meeting to order at 7:36 p.m.

More information

Survey Requirements. Design Guidelines and Standards. June Office of the University Architect

Survey Requirements. Design Guidelines and Standards. June Office of the University Architect Design Guidelines and Standards Survey Requirements June 2004 Office of the University Architect Construction Management P.O. Box 210181 Cincinnati, Ohio 45221-0181 Table of Contents Survey Requirements

More information

Borough of Pitman Combined Planning/Zoning Board Pitman, New Jersey

Borough of Pitman Combined Planning/Zoning Board Pitman, New Jersey Borough of Pitman Combined Planning/Zoning Board Pitman, New Jersey Minutes of April 17, 2017 Call to Order: Chairman Aspras called the meeting to Order at 7:00pm. Attendance: Chairman Aspras, Councilman

More information

What Plans Do I Need for a Building Permit?

What Plans Do I Need for a Building Permit? What Plans Do I Need for a Building Permit? 6 CITY OF PORTLAND, OREGON - BUREAU OF DEVELOPMENT SERVICES 1900 SW 4th Avenue, Por tland, Oregon 97201 503-823-7300 www.portlandoregon.gov/bds This brochure

More information

JVI Vector Connector

JVI Vector Connector The JVI Vector Connector User Guidelines 1 of 11 INTRODUCTION JVI designed the Vector Connector for use as shear and alignment connections between precast concrete elements such as double-tee flanges,

More information

Definitions and Design Considerations... W-CR-2

Definitions and Design Considerations... W-CR-2 General Information SECTION DIRECTORY Definitions and Design Considerations... W-CR-2 Combination Assembly Recommendations and Limitations Typical Sealant... W-CR-4 Single-Unit Opening... W-CR-4 Two-Way

More information

Digitally signed by Anne Prudhel Contact Info: Carollo Engineers, Inc. Date: :06:03-07'00'

Digitally signed by Anne Prudhel Contact Info: Carollo Engineers, Inc. Date: :06:03-07'00' Digitally signed by Anne Prudhel Date: 207.05.9 6:06:03-07'00' Date: 207.05.9 6:42:34-07'00' Date: 207.05.9 6:42:26-07'00' Date: 207.05.9 6:42:5-07'00' Date: 207.05.9 6:42:06-07'00' Date: 207.05.9 6:4:57-07'00'

More information

X-TENSION 350 Guardrail End Terminal Tangent and Flared

X-TENSION 350 Guardrail End Terminal Tangent and Flared X-TENSION 350 Guardrail End Terminal Tangent and Flared December 2015 Table of Contents Introduction 3 System Overview 3 Before Installation 3 Limitations and Warnings 4 Safety Statements 4 Parts Identification

More information

Kentaur Turnstiles Full-height gates

Kentaur Turnstiles Full-height gates Kentaur Turnstiles Full-height gates Secure Kentaur Turnstiles Versatile Durable Modular The robust Kentaur turnstiles and full-height gates are especially suitable for securing the perimeter of buildings

More information

July/August/September Traffic Adaptive Installation Preparation, July-September 2017

July/August/September Traffic Adaptive Installation Preparation, July-September 2017 V July/August/September 2017 1. Traffic Adaptive Installation Preparation, July-September 2017 The Traffic Operations group intends to kick-off their traffic adaptive trial installation in October 2017.

More information

Residential Room Additions

Residential Room Additions Residential Room Additions The purpose of this information sheet is to provide information regarding building code and permit processing requirements for RESIDENTIAL ROOM ADDITION(S) in the City of Poway.

More information

Project Reference Catalogue

Project Reference Catalogue Reference Catalogue www.wiecon.com.tw Reference Catalogue. West Coast Freeway No. 61, Fangli to Da-an, Taichung Coastal Area, Taiwan. Precast Segmental Bridges. : Ta-Chen Construction & Engineering Coorporation.

More information

GRAND AVENUE SATURDAY SERVICE. Bus Schedule Updated December 11, Routes D1 Front Street. Bella Vista Walmart Route 80 & Thompson

GRAND AVENUE SATURDAY SERVICE. Bus Schedule Updated December 11, Routes D1 Front Street. Bella Vista Walmart Route 80 & Thompson s D3 D12 80 & Thompson D13 / via New Haven Grand Avenue 80 Timepoints 11 12 1 2 3 4 5 6 8 9 13 14 15 Church & Chapel Chapel Street East of Church C4 5:20.... 5:27 5:30 5:32........ P5:39 5:45 5:48 D13..

More information

The Bulletin Kaikoura earthquake update

The Bulletin Kaikoura earthquake update Issue no. 33 08 September 2017 The Bulletin Kaikoura earthquake update SIGN UP To receive weekly updates online here bit.ly/nctirbulletinsignup bit.ly/nctirbulletinsignup MILESTONE: RAIL RAIL FREIGHT SERVICES

More information