Veterans Memorial Bridge (Orange Avenue) PD&E Study
|
|
|
- Ursula Brianne Reeves
- 10 years ago
- Views:
Transcription
1 Veterans Memorial Bridge (Orange Avenue) PD&E Study From City Island Parkway to South Peninsula Drive FDOT FPID# Volusia County Project# P
2 Project Limits End Project City Island Veterans Memorial Bridge Begin Project
3 Intracoastal Waterway Daytona Beach US 92 Bridge City Island Veterans Memorial Bridge
4 Structurally Deficient FDOT Sufficiency Rating 31.1 Scale 1-100
5 Structurally Deficient Concrete Deterioration
6 Movable Span
7 Functionally Obsolete No Shoulder No Barrier Separating Sidewalks from traffic
8 Does Not Meet US Coast Guard Guidelines 16 Vertical 21 Vertical 90 Horizontal 125 Horizontal
9 US Coast Guard Regulates Opening Schedule Existing Bridge Opens 6 17 times per day
10 PD&E Study Meet Transportation Needs Minimize/Avoid Impacts Required by NEPA Required for Federal Funding
11 PD&E Process Engineering, Social & Environmental Studies Community Involvement Develop and Evaluate Alternatives Select Preferred Alternative Obtain FHWA Approval
12 Community Input Alternatives Workshop Meet with Stakeholder Groups Coordinate with Local Government Public Hearing Project Website
13 Alternatives No Build No Build/ Removal of Existing Bridge Rehabilitation Replacement Movable Bridge - 28 Vertical Clearance High-Level Fixed Bridge 65 Vertical Clearance
14 No Build Alternative Existing Bridge Remains Routine Maintenance Only No Major Improvements 10 Years Remaining Service Life
15 No Build Alternative Removal of Existing Bridge Routine Maintenance Only No Major Changes Existing Bridge Demolished After 10 Years
16 Rehabilitation 15 Years Remaining Service Life
17 Replacement Alternatives New High Level or Movable Bridge in Same Location
18 Two Year Detour 2.25 Mile Detour Miles 4050 Veterans Memorial Bridge
19 Two Year Detour International Speedway Bridge 4050 A1A Veterans Memorial Bridge Mile Detour 421 A1A Dunlawton Bridge
20 Proposed Typical Section
21 Movable Bridge 28 feet Vertical Clearance 125 feet Horizontal Clearance Reduce Openings by 30 percent Rendering Not Actual Design
22 High-Level Fixed Bridge 65 Vertical Clearance 125 Horizontal Clearance Rendering Not Actual Design
23 East Side High Level Alternative Rendering Not Actual Design High Level and Movable No Impacts to Driveways
24 West Side View from Chamber of Commerce High Level Alternative Rendering Not Actual Design
25 West Side of Bridge Driveway Closed
26 City Island Parkway Intersection Changes High Level Bridge
27 West Side of Bridge Proposed Storm Water Pond Rendering Not Actual Design
28 Memorial to Veterans Rendering Not Actual Design Rendering Not Actual Design Rendering Not Actual Design Rendering Not Actual Design
29 Wetland Impacts Movable and High-Level Alternatives 0.04 Acre Impacted
30 Wildlife Minimal Impacts to Protected Species
31 Historic Resources No Direct or Indirect Impacts City Island Resource Group South Peninsula Historic District
32 Historic Resources Existing Bridge Not Eligible for Listing in National Register of Historic Places
33 Noise New Bridge No Noticeable Change in Noise Levels
34 Visual Impacts Rendering Not Actual Design Rendering Not Actual Design
35 Simulations of Alternatives
36 View from Riverplace 100 Condominiums Photo Location and View Direction
37 View from Riverplace 100 Existing Bridge
38 View from Riverplace 100 Proposed Movable Bridge Rendering Not Actual Design
39 View from Riverplace 100 Proposed High-Level Bridge Rendering Not Actual Design
40 View from Shore South of Bridge East Side at Pendleton Condominiums Photo Location and View Direction
41 View from Shore South of Bridge East Side at Pendleton Condominiums Existing Bridge
42 View from Shore South of Bridge East Side at Pendleton Condominiums Proposed Movable Bridge Rendering Not Actual Design
43 View from Shore South of Bridge East Side at Pendleton Condominiums Proposed High-Level Bridge Rendering Not Actual Design
44 View from Boat Dock North of Bridge East Side at Pier 43 Condominiums Photo Location and View Direction
45 View from Boat Dock North of Bridge East Side at Pier 43 Condominiums Existing Bridge
46 View from Boat Dock North of Bridge East Side at Pier 43 Condominiums Proposed Movable Bridge Rendering Not Actual Design
47 View from Boat Dock North of Bridge East Side at Pier 43 Condominiums Proposed High-Level Bridge Rendering Not Actual Design
48 View from Chamber Of Commerce Photo Location and View Direction
49 View from Chamber Of Commerce Existing Bridge
50 View from Chamber Of Commerce Proposed Movable Bridge Rendering Not Actual Design
51 View from Chamber Of Commerce Proposed High-Level Bridge Rendering Not Actual Design
52 View from Halifax Harbor Marina South of Bridge West Side Photo Location and View Direction
53 View from Halifax Harbor Marina South of Bridge West Side Existing Bridge
54 View from Halifax Harbor Marina South of Bridge West Side Proposed Movable Bridge Rendering Not Actual Design
55 View from Halifax Harbor Marina South of Bridge West Side Proposed High-Level Bridge Rendering Not Actual Design
56 View from Volusia County Courthouse Parking Lot Photo Location and View Direction
57 View from Volusia County Courthouse Parking Lot Existing Bridge
58 View from Volusia County Courthouse Parking Lot Proposed Movable Bridge Rendering Not Actual Design
59 View from Volusia County Courthouse Parking Lot Proposed High-Level Bridge Rendering Not Actual Design
60 Cost Estimates Rehabilitation New Movable Bridge New High Level Bridge No Build with Removal of Existing Bridge $20.2 M $40.7 M $24.4 M $ 3.2 M
61 Evaluation Matrix 1 Movable Bridge - Rehab of electrical and mechanical components at 25 and 50 years, clean and paint steel every 10 years
62 Next Steps County Council recommends preferred alternative Advertise availability of draft report & conduct formal public hearing identifying preferred alternative Distribute final draft report to FDOT & Federal Highway Administration (FHWA) for comment Prepare & submit final report to FHWA for approval
63 Staff Recommendation Select high-level fixed bridge as preferred alternative because. More cost effective - $24.4M vs $40.7M (movable) ; $20.2M (rehab) Lower operation/maintenance costs - $39K/yr vs $420K/yr (movable & rehab) Better service life - 75 yrs vs 75 yrs with elec/ mech rehabs at 25 & 50 yrs (movable) ; 15 yrs (rehab) Eliminates vehicle & boat traffic delays -
64 Council discussion/action & public comments
REPORTS & PRESENTATIONS AGENDA ITEM #III-3 CORTEZ BRIDGE PROJECT DEVELOPMENT AND ENVIRONMENT (PD&E) STUDY
NOTES REPORTS & PRESENTATIONS AGENDA ITEM #III-3 CORTEZ BRIDGE PROJECT DEVELOPMENT AND ENVIRONMENT (PD&E) STUDY Presenter: Summary: Tony Sherrad, FDOT Project Manager The Cortez Bridge in Manatee County,
Public Information & Public Scoping Meeting
Public Information & Public Scoping Meeting William F. Cribari Memorial Bridge Route 136 over the Saugatuck River Review of Rehabilitation Study Report Public Scoping for the gathering and analysis of
3.1 Historical Considerations
3. Recommended Scope of Bridge improvements 3.1 Historical Considerations In the fall of 2000, an outside consultant, Fraser Design, suggested that the existing 4 th St. Bridge is potentially eligible
US 281 AT PREMONT PUBLIC HEARING. US 281 at Premont Public Hearing
US 281 AT PREMONT PUBLIC HEARING Hearing Purpose The purpose of tonight s Public Hearing is for the public to: Learn about the status of the proposed project Review the purpose and need for the project
Informational Workshop Public Meeting Kanawha Falls Bridge Project
Informational Workshop Public Meeting Kanawha Falls Project WV Department of Transportation Division of Highways in Cooperation with the Federal Highway Administration State Project S310-13-0.02 00 Federal
Project R-4467 PROJECT DESCRIPTION PROJECT SCHEDULE PURPOSE OF THIS MEETING WHAT WILL BE DONE WITH THE COMMENTS? FOR MORE INFORMATION:
Workshop #3 Aug ust 2012 PROJECT DESCRIPTION The North Carolina Department of Transportation (NCDOT) proposes to maintain a direct highway connection between Hertford and Winfall along or close to US 17
Open House Public Meeting for the Thurmond Bridge Rehabilitation Project State Project: State Project S310-25/2-0.10 Federal Project: BR-0252(001)D
Open House Public Meeting for the State Project: State Project S310-25/2-0.10 Federal Project: BR-0252(001)D May 7, 2015 Old Glen Jean Bank Glean Jean, WV 4:00-7:00 PM www.transportation.wv.gov PROJECT
AGENCY COORDINATION AND PUBLIC INVOLVEMENT
5 AGENCY COORDINATION AND PUBLIC INVOLVEMENT 5.1 AGENCY COORDINATION As part of the planning process for the Oregon Avenue Final EA, DDOT conducted an agency coordination program. This coordination included
CAPPELEN MEMORIAL BRIDGE REHABILITATION
CAPPELEN MEMORIAL BRIDGE REHABILITATION Owner: Hennepin County Engineering: HNTB with Olson-Nesvold Engineering (ONE) and others Section 106 Historical Committee: Hennepin County, MnDOT Cultural Resources
Chapter 22. Lump Sum Project Guidelines
Chapter 22 Lump Sum Project Guidelines 22.1 General...22-1 22.2 Project Selection...22-3 22.3 Plans Preparation...22-5 22.4 Preliminary Estimate...22-7 22.5 Specifications...22-9 22.6 Contracts Administration...22-11
I-676 (Vine Expressway) Bridge Reconstruction Project 22 nd - 18 th Streets Philadelphia, PA. PSPE Presentation, December 3, 2015
I-676 (Vine Expressway) Bridge Reconstruction Project 22 nd - 18 th Streets Philadelphia, PA PSPE Presentation, December 3, 2015 Location Map N PROJECT LOCATION 22 nd 18 th Streets PHILADELPHIA, PA General
CHAPTER 2 LCCA APPROACHES
2.1 LCCA Basis CHAPTER 2 LCCA APPROACHES When making decisions about pavement design, LCCA: Compares pavement alternatives; and Identifies the best strategy based on current information as well as meeting
FOR IMMEDIATE RELEASE September 17, 2013 Contact:
NEWS RELEASE FOR IMMEDIATE RELEASE September 17, 2013 Contact: Diana L. Klink 757.514.4104 757.359.1845 Tim Kelley 757.514.4103 757.871.3039 UPDATE (Bridge Road/Mills Godwin Bridge) The work scheduled
APPENDIX C LIST OF EA RECIPIENTS
APPENDIX C APPENDIX C LIST OF RECIPIENTS C.1 Federal Agencies Advisory Council on Historic Preservation, Office of Cultural Resources Preservation U.S. Army Corps of Engineers, District Engineer, Regulatory
3 Tappan Zee Bridge Rehabilitation Options
3 Tappan Zee Bridge Rehabilitation Options 3.1 Introduction This chapter describes possible options that rehabilitate and enhance the existing Tappan Zee Bridge. Four Rehabilitation Options have been developed:
Alternatives Presentation Meeting Middlebury WCRS(23)
Alternatives Presentation Meeting Middlebury WCRS(23) Main Street (VT 30/TH 2 Bridge 102) and Merchants Row (TH 8 Bridge 2) over Vermont Railway June 4, 2013 Twilight Hall Auditorium, Middlebury College
Alternatives Evaluation Overview
Alternatives Evaluation Overview 124 Alternatives were analyzed against the evaluation criteria Criteria and criteria weighting were set by the Community Task Force Ratings were quantitative and qualitative
Program guidance that details the eligibility, criteria and application process. Ferry Boat Program. Ohio Department of Transportation
Program guidance that details the eligibility, criteria and application process. Ferry Boat Program Ohio Department of Transportation TABLE OF CONTENTS Program Overview Program Administration.........2
Truss Bridges of Kentucky
ACEC Partnering Conference 2012 Truss Bridges of Kentucky 1899 Amanda Abner Rebecca Turner 1893 Truss Bridges of Kentucky Truss Bridges of Kentucky Vincennes Bridge Company Champion Bridge Company Empire
2015 ODOT Bridge Design Conference May 12, 2014. DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement.
2015 ODOT Bridge Design Conference May 12, 2014 DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement Mary Ann Triska 2015 HDR, all rights reserved. Presentation Outline Project
Belmont Street Bridge Rehabilitation Project
Belmont Street Bridge Rehabilitation Project Christian Gospel Church Worcester 43 Belmont Street Worcester MA February 20, 2015 7:00PM Agenda Introductions Project site and overview Project history Construction
Alterna ves Development & Evalua on
Spring 2015 Newsletter Issue III WHERE ARE WE IN THE PROCESS? Since the NLSD Phase I Study kickoff in 2013, numerous meetings have been held with the public, the existing conditions and transportation
CONCEPTUAL REHABILITATION ALTERNATIVE
Appendix D While federal law requires preservation/rehabilitation of historic bridges be considered, there is no standard procedure to determine when rehabilitation is appropriate and when replacement
The Rehabilitation Alternative Huey P. Long Bridge Case Study. Bruce E. Peterson, P.E. Project Manager Modjeski and Masters, Inc.
The Rehabilitation Alternative Huey P. Long Bridge Case Study Bruce E. Peterson, P.E. Project Manager Modjeski and Masters, Inc. March 22, 2010 Replacement vs. Rehabilitation Project Background Introduction
Section ALTERNATIVES. 3. Alternatives
Section 3 ALTERNATIVES 3. Alternatives 3.0 Alternatives The Springfield Rail Improvements Project Build Alternatives would utilize different routes. The No Build Alternative includes the continuation of
Analysis of Accident Statistics
Analysis of Accident Statistics I. BACKGROUND To ensure that safety objectives are met, a distinction must be made between: (1) locations which are hazardous as identified based on accident experiences,
New Orleans Hurricane Storm Damage Risk Reduction System Tour March 23 24, 2012
New Orleans Hurricane Storm Damage Risk Reduction System Tour March 23 24, 2012 Host: Falcolm E. Hull, Vice President/Technical Expert, ARCADIS, U.S. Inc. Attending: Cherie Coffman, Coastal Projection
11 p.m. to. Tuesday, June. will remain open. 14. closed
June 3, 2011 CONTACT: Marcia McAllister T: 703 572 0506 C: 571 730 9117 [email protected] Important Lane Closures June 5 11 Include Northbound Beltway Lanes, Eastbound Dulles Airport Access
PENNDOT 3D MODELING FOR STRUCTURES WORKSHOP. Presented by: Steven Pletcher and Chris Daniels, P.E. October 21, 2014
PENNDOT 3D MODELING FOR STRUCTURES WORKSHOP Presented by: Steven Pletcher and Chris Daniels, P.E. October 21, 2014 Agenda Introduction G.A. & F.C. Wagman History Process used to prepare 3D models Estimating
SURFACE TRANSPORTATION PROGRAM (STP) PROCEDURES FOR THE OKLAHOMA CITY URBANIZED AREA FUNDS
SURFACE TRANSPORTATION PROGRAM (STP) PROCEDURES FOR THE OKLAHOMA CITY URBANIZED AREA FUNDS October 2015 Background The Surface Transportation Program (STP) was originally established as Section 133 of
Historic Bridge Alternatives Analysis Layout
Section 4(f) of the USDOT Act of 1966 (Title 49, USC, Section 303) requires special considerations be made regarding the use of any publicly owned park, recreation area, wildlife/waterfowl refuge or historic
HARBOR INFRASTRUCTURE INVENTORIES Port Austin Harbor, Michigan
HARBOR INFRASTRUCTURE INVENTORIES Port Austin Harbor, Michigan Harbor Location: Port Austin Harbor is located at the tip of the thumb of Michigan, about 80 miles northeast of Saginaw, MI Authority: Rivers
Red Wing Bridge Project. PAC #5/TAC #8 Meeting July 18, 2013
Red Wing Bridge Project PAC #5/TAC #8 Meeting July 18, 2013 Alternatives Analysis Agenda Overview of Past Progress Progress Since April PAC Bridge 9103 Rehabilitation Study Bridge 9040 Rehab vs. Replacement
REHABILITATION PACKAGE 1-a
1-a WINONA BRIDGE (BRIDGE 5900) REHABILITATION PACKAGE 1-a Rehab option 1-a is a rehabilitation package whereby all spans of the existing structure would be rehabilitated to the degree feasible and strengthened
SEMINOLE PRATT WHITNEY ROAD & NORTHLAKE BLVD. FREQUENTLY ASKED QUESTIONS
UPDATED: 01/31/14 SEMINOLE PRATT WHITNEY ROAD & NORTHLAKE BLVD. FREQUENTLY ASKED QUESTIONS Q. 1. What are the County s plans for Seminole Pratt Whitney Road between SR 80 (Southern Blvd) and the Bee Line
Alternatives to the Circ Project Prioritization Methodology Prepared for Circ Task Force July 28, 2011
Alternatives to the Circ Project Prioritization Methodology Prepared for Circ Task Force July 28, 2011 CCRPC staff has developed a draft methodology described below and detailed in the attached pages for
2012 Project Summary NORTHEAST RECREATIONAL BOATER SURVEY
2012 Project Summary NORTHEAST RECREATIONAL BOATER SURVEY image courtesy of Urban Harbors Institute of UMass Boston A partnership among industry, government, and nongovernmental organizations conducted
Surface Transportation Program (STP) Projects
Toledo Metropolitan Area Council of Governments American Reinvestment and Recovery Act (Economic Stimulus Program) Application Packet for: Surface Transportation Program (STP) Projects APPLICATIONS DUE
INDIANA DEPARTMENT OF TRANSPORTATION BRIDGE INSPECTION PROGRAM CODING GUIDE
INDIANA DEPARTMENT OF TRANSPORTATION BRIDGE INSPECTION PROGRAM CODING GUIDE BRAGI Bridge Reporting for Appraisal & Greater Inventory Volume III: Other INDOT Items November 2011 Item Number Item Name BRAGI
~iffiui ~ Bridge Condition Survey. Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway:
Texas Depadment of Transpo,tation Bridge Condition Survey Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway: Irving Street Facility Name: Lone Wolf Bridge Structure Number: B00315-031
FHWA Emergency Relief (FHWA-ER) Training
FHWA Emergency Relief (FHWA-ER) Training Training Developed and Coordinated By Colorado Department of Transportation 2 Agenda FHWA Flowchart Policies, Purpose, Agency Roles Application Process Eligibility
KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER
KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER The New York State Department of Transportation (NYSDOT) is preparing an Environmental Impact Statement (EIS) to evaluate alternatives for the rehabilitation or
IH-635 MANAGED LANES PROJECT, SEG. 3.2
IH-635 MANAGED LANES PROJECT, SEG. 3.2 Location: Dallas, Texas Owner: Texas Department of Transportation Client: Ferrovial Agroman Construction Cost: $1 Billion Construction Completion Date: December,
RANDOM/GRID BLOCK CRACKING EXTREME SEVERITY. Transverse Cracking- Extreme Severity. Alligator Cracking- High. Severity
RANDOM/GRID BLOCK CRACKING EXTREME SEVERITY Transverse Cracking- Extreme Severity Slab Cracking Class II Regular Joint- High Severity Pattern Cracking-High Severity Alligator Cracking- High Severity Shoulder
Arkansas River Corridor Vision & Master Plan
A r k a n s a s R I v e r C o r r I d o r P l a n Arkansas River Corridor Vision & Master Plan July 2005 Indian Nations Council of Governments A r k a n s a s R I v e r C o r r I d o r P l a n Partnership
Project Information. New Hope - Lambertville Toll Bridge - Pavement Rehabilitation & Approach Bridges Repairs -
Project Information Existing Conditions Cracked and settled pavement. Structural failure within the asphalt pavement section. Anticipated Project Elements Reconstruction of all asphalt pavement on US Route
Assessing Paved Trails for Compliance with Standards and Best Practices
Assessing Paved Trails for Compliance with Standards and Best Practices Session Presenters: Kristin Maravilla, Planner/Designer Masters in Landscape Architecture (UC Berkeley) Masters in City and Regional
AYAK GUIDE ISLAND STATE PARKS. NEW YORK STATE George E. Pataki, Governor
AYAK & C KAYAK AYAK & CANOE GUIDE TO LONG ISLAND STATE PARKS NEW YORK STATE George E. Pataki, Governor NEW YORK STATE OFFICE OF PARKS, RECREATION AND HISTORIC PRESERVATION Bernadette Castro, Commissioner
PLANNED UNIT DEVELOPMENT & SIDEWALK WAIVER REQUEST STAFF REPORT Date: November 7, 2013
PLANNED UNIT DEVELOPMENT & SIDEWALK WAIVER REQUEST STAFF REPORT Date: November 7, 2013 NAME LOCATION Audubon Properties, LLC. 4700 & 4960 Dauphin Island Parkway West side of Dauphin Island Parkway, 580
US 51 Ohio River Bridge Engineering and Environmental Study
US 51 Ohio River Bridge Engineering and Environmental Study ITEM NOS. 1-100.00 & 1-1140.00 Prepared by: Michael Baker Jr., Inc. 9750 Ormsby Station Rd Louisville, KY 40223 August 16, 2013 Table of Contents
Town of Huntsville Municipal Asset Management Plan
Town of Huntsville Municipal Asset Management Plan Adopted by Council (Resolution 470-13) December 20, 2013 1 P age Table of Contents Executive Summary... 3 Introduction... 4 State of Local Infrastructure...
QUALITY ASSURANCE FOR MOBILE RETROREFLECTIVITY UNITS
State of Florida Department of Transportation QUALITY ASSURANCE FOR MOBILE RETROREFLECTIVITY UNITS FDOT Office State Materials Office Authors Patrick Upshaw Joshua Sevearance Hyung Lee Date of Publication
Presentation to NYSAMPO, June 2015 Steve Wilcox, P.E., Director, Maintenance Program Planning Bureau NYSDOT
Presentation to NYSAMPO, June 2015 Steve Wilcox, P.E., Director, Maintenance Program Planning Bureau NYSDOT Comprehensive Asset Management Planning What Is Your Asset Management Organization? What Do You
Safe & Sound Bridge Terminology
Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries
SECTION III-06 Surfacing Page 1 Revised 3/2/10. See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway.
Page 1 Revised 3/2/10 See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway. For New/Reconstruction projects: The cross slope of the driving lanes range from 1.5% to
2. Market Area Background and Demographics Deliverable 1B
2. Market Area Background and Demographics Deliverable 1B This section evaluates demographic and economic characteristics of the two principal sources of demand in the market area, the resident population
Maintenance Management and Asset Management
Defining and Understanding the Difference Between Maintenance Management and Asset Management Dr. Simon Lewis AgileAssets, Inc. 12th AASHTO-TRB Maintenance Management Conference Annapolis Maryland, July
The Basics of Chapter 105 Waterways and Wetlands Permitting in PA
The Basics of Chapter 105 Waterways and Wetlands Permitting in PA April 17, 2013 Goal To develop a basic understanding of PA Department of Environmental Protection (DEP) and US Army Corps of Engineers
LIFE-CYCLE COST ANALYSIS PROCEDURES MANUAL
LIFE-CYCLE COST ANALYSIS PROCEDURES MANUAL State of California Department of Transportation Division of Maintenance Pavement Program LCCA Procedures Manual August 213 DISCLAIMER This manual is intended
Peters Canyon Channel (OCFCD Facility No. F06) from Confluence with San Diego Creek Channel (F05) to downstream Barranca Parkway
Peters Canyon Channel (OCFCD Facility. F06) from Lead Agency: Agency: Project Director: Address: Orange County, Public Works, Infrastructure Programs, Capital Programs Sam Ali 300 N. Flower Street Santa
UNITED STATES OF AMERICA FEDERAL ENERGY REGULATORY COMMISSION
UNITED STATES OF AMERICA FEDERAL ENERGY REGULATORY COMMISSION Elba Liquefaction Company, L.L.C. Southern LNG Company, L.L.C. Elba Express Company, L.L.C. Docket No. PF13-3-000 NOTICE OF INTENT TO PREPARE
PRIORITIZATION PROCESSES
PROJECT SELECTION & PRIORITIZATION PROCESSES STIP Workshop Presented by: Bill Lawrence April 2011 Purpose and Review Overview of Project Selection Process Review Various Prioritization Processes Tk Take
Appendix A Alternative Contracting General Engineering Consultant RFP. Appendix A
Appendix A 1 1.0 Requirements and Minimum Qualifications This section outlines requirements and minimum qualifications for the GEC. It is anticipated that the GEC will be used to support and supplement
Kingsbury Run Greenway Project
Kingsbury Run Greenway Project Slavic Village Development & Burton, Bell, Carr Project Goals Create Conceptual Plans and Cost Estimate. Coordinate with other ongoing and future projects in the area. Description
KENTUCKY TRANSPORTATION CABINET POLICY FOR FEDERALLY FUNDED PAVEMENT REHABILITATION AND PREVENTATIVE MAINTENANCE PROJECTS
KENTUCKY TRANSPORTATION CABINET POLICY FOR FEDERALLY FUNDED PAVEMENT REHABILITATION AND PREVENTATIVE MAINTENANCE PROJECTS I. GENERAL The following policy shall apply when the intent of the project is to
Methodology to Identify Preservation Priority Bridges
Methodology to Identify Preservation Priority Bridges Louisiana Historic Bridge Inventory Task 8 Prepared for Louisiana Department of Transportation and Development Prepared by www.meadhunt.com November
Federal Guidelines for STP-U Funding
MPC 5.f Attachment 1 STP-U Eligibility Guidelines Page 1 of 5 Federal Guidelines for STP-U Funding SURFACE TRANSPORTATION PROGRAM (STP) ELIGIBLE EXPENDITURES PERIOD AVAILABLE: FY + 3 Years FUND: Highway
Gold Ray Dam Interagency Technical Team Meeting
Gold Ray Dam Interagency Technical Team Meeting Agenda Public Outreach, Funding, Monitoring EA/BA/Permit Updates Deconstruction Plans Fish Passage & Salvage Plan Hydraulic Modeling Next Steps Public Outreach,
I-25/ARAPAHOE INTERCHANGE RECONSTRUCTION PROJECT
MANDATORY PRE-BID SIGN IN CDOT Carrie DeJiacomo, Program Engineer John Hall, Resident Engineer Telecia McCline, Project Manager Tammy Maurer, Assistant Project Manager David Evans/Hartwig Design Consultant
STRUCTURAL ASSESSMENT. Full Metal Jacket Building 0 Prince Street, Alexandria, VA
STRUCTURAL ASSESSMENT FOR Full Metal Jacket Building 0 Prince Street, Prepared by: ALPHA CORPORATION (Alpha) 1850 S. Loudoun Street, Suite 200 Winchester, VA 22601 540-723-0704 September 22, 2010 J. Michael
CITY OF TRAIL MEMORANDUM
0 C CITY OF TRAIL MEMORANDUM DATE: TO: FROM: SUBJECT: March 24, 2011 FILE NO. 5400-02 DAVID PEREHJJDOFF, CHIEF ADM1NTSTRATIVE OFFICER WARREN PROULX, ENGINEERING TECHMCIAN OLD TRAIL BRIDGE With the interest
Piers, Wharves & Docks
Piers, Wharves & Docks Exposures and Concerns By: Christopher L. Pesce May 10, 2011 Piers, Wharves & Docks Statistics Why underwriters love to write docks Estimated industry losses for 2010: $30,000,000
ENVIRONMENTAL REVIEW SCREENING QUESTIONS
ENVIRONMENTAL REVIEW SCREENING QUESTIONS All applications to WHEDA are required to meet the Department of Housing and Urban Development s environmental compliance standards listed in 24 CFR Part 58. Your
General Obligation Bond Projects FYE 2013-2018
General Obligation Bond Projects FYE 2013-2018 2009 City of Norman Community Survey Final Report 2011 CTP Survey Results Storm Drainage and Street Widening Projects Combined Storm Water/Transportation
Federal Highway Administration 1200 New Jersey Avenue, SE Washington, DC 20590 202-366-4000
1 of 8 12/27/2013 8:21 AM U.S. Department of Transportation Federal Highway Administration 1200 New Jersey Avenue, SE Washington, DC 20590 202-366-4000 MAP-21 - Moving Ahead for Progress in the 21st Century
Jacksonville Port Authority: Fire and Rescue Marine Fire Station #40, Jacksonville, Florida
Draft Tiered Site-Specific Environmental Assessment Jacksonville Port Authority: Fire and Rescue Marine Fire Station #40, Jacksonville, Florida Port Security Grant Program Project # 2008-GB-T8-K019 November
ESI Consultants, Ltd. PROJECT EXPERIENCE
CRAWFORD COUNTY, ILLINOIS NBIS Program Manager and Bridge Inspection services provided for 123 structures throughout Crawford County. Routine Maintenance/Safety Inspection of existing bridges was performed
BRIDGE DESIGN MANUAL
BRIDGE DESIGN MANUAL 2003 Edition (U.S. Customary Units) State of Connecticut Department of Transportation Revisions: 7/04, 11/04, 1/05, 3/05, 1/09, 3/09, 2/11 PREFACE The Connecticut Department of Transportation
ISB Coalition. 12/15/2009 draft ISB Coalition Overview
ISB Coalition A partnership of the public and private sector focused on the development of sustainable community infrastructure to promote economic development. 1 History 2007 Maryam Ghyabi Promotes building
Review of Recent Bridge Asset Management Systems
Review of Recent Bridge Asset Management Systems Takeshi Hanji 1 and Kazuo Tateishi 1 1. EcoTopia Science Institute, Nagoya University, Nagoya, Japan Abstract: A number of transportation agencies throughout
March 2008. Prepared by: Irvine Ranch Water District. 15600 Sand Canyon Avenue. Irvine, CA 92618. Contact: Natalie Likens (949) 453-5633
ADDENDUM TO THE MICHELSON WATER RECLAMATION PLANT PHASE 2 & 3 CAPACITY EXPANSION PROJECT FEBRUARY 2006 FINAL ENVIRONMENTAL IMPACT REPORT AND THE SAN JOAQUIN FRESHWATER MARSH ENHANCEMENT PLAN REVISED SEPTEMBER
KYTC, District 2 Chief District Engineer KYTC, District 2 Planning Supervisor & LPA Coordinator. KYTC, Central Office Planning
MINUTES Field Visit for Local Officials and Stakeholders Bluegrass Crossings Regional Business Centre Improved Access Road Study Ritatsu Manufacturing (Board Room) Beaver Dam, Kentucky June 11, 2014 1:30
LONG MEADOW/ OCAB # 6.2 - APPROVE PROJECT MEMORANDUM. City of Bloomington City Council Meeting September 9, 2013
Administration, Engineering, Maintenance, Utilities Public Works Department LONG MEADOW/ OCAB # 6.2 - APPROVE PROJECT MEMORANDUM City of Bloomington City Council Meeting September 9, 2013 PROJECT OBJECTIVES