Full Model Documentation

Total Page:16

File Type:pdf, Size:1020Kb

Full Model Documentation User Guide and Model Documentation for SACSIM19 – June 2020 User Guide and Model Documentation for SACSIM19 June 30th, 2020 User Guide and Model Documentation for SACSIM19 – June 2020 1415 L Street, Suite 300 Sacramento, CA 95814 1-1 User Guide and Model Documentation for SACSIM19 – June 2020 tel 916.321.9000 1-2 User Guide and Model Documentation for SACSIM19 – June 2020 Acknowledgments ............................................................................................................................................. 1-14 1 Introduction ................................................................................................................................................. 1-1 SACSIM Version ..................................................................................................................................... 1-1 Version History ...................................................................................................................................... 1-4 Public Access ......................................................................................................................................... 1-4 Organization of the Report ................................................................................................................... 1-5 1.4.1 Chapter 1 Introduction ................................................................................................................ 1-5 1.4.2 Chapter 2 Model Overview .......................................................................................................... 1-5 1.4.3 Chapter 3 Model Structure .......................................................................................................... 1-5 1.4.4 Chapters 4 and 5 Land Use and Demographics ........................................................................... 1-5 1.4.5 Chapters 6, 7, and 8 Transportation Networks ........................................................................... 1-6 1.4.6 Chapter 9 Auto/Transit Cost and Pricing ..................................................................................... 1-6 1.4.7 Chapter 10 System Equilibration ................................................................................................. 1-6 1.4.8 Chapter 11 Sensitivity Tests ......................................................................................................... 1-7 1.4.9 Chapter 12 Model Calibration, Validation and Reasonableness Check ....................................... 1-7 2 Model Overview .......................................................................................................................................... 2-1 Key Concepts and Parameters .............................................................................................................. 2-1 Hardware and Software Requirements ................................................................................................. 2-4 2.2.1 Hardware ..................................................................................................................................... 2-4 2.2.2 Software ...................................................................................................................................... 2-5 Model Inputs ......................................................................................................................................... 2-7 2.3.1 Scenario ....................................................................................................................................... 2-7 2.3.2 Input ............................................................................................................................................ 2-8 2.3.3 daysim .......................................................................................................................................... 2-9 Model Outputs .................................................................................................................................... 2-11 Preparing a model run ........................................................................................................................ 2-12 2.5.1 Model run scenario structure .................................................................................................... 2-12 2.5.2 Setup for Model Run Pricing Parameters .................................................................................. 2-14 2.5.3 Start Scenario Model Run with Cube Voyager .......................................................................... 2-17 3 Model Structure .......................................................................................................................................... 3-1 1-3 User Guide and Model Documentation for SACSIM19 – June 2020 DAYSIM - Person Day Activity-Based Tour Simulation .......................................................................... 3-3 3.1.1 DAYSIM Terminology and Concepts ............................................................................................ 3-3 3.1.2 DAYSIM Structure and Flow ......................................................................................................... 3-8 Commercial Vehicle Travel .................................................................................................................. 3-26 External Travel .................................................................................................................................... 3-28 Trip Generation for I-X and X-I Travel ........................................................................................................ 3-31 3.3.1 Internal Trip Generation for External Work Travel Model ........................................................ 3-33 3.3.2 Internal Trip Generation for External Non-Work Travel Model ................................................ 3-34 3.3.3 Internal Trip Generation for Commercial and Airport Passenger Trips ..................................... 3-34 3.3.4 Trip Distribution for I-X and X-I Travel ....................................................................................... 3-35 3.3.5 Friction Factors and Deterrence for Work Trips ........................................................................ 3-36 3.3.6 Friction Factors and Deterrence for Non-Work Purposes ......................................................... 3-36 3.3.7 Trip Distribution for I-X and X-I Commercial Vehicle and Airport Trips ..................................... 3-37 3.3.8 Mode Split and Time-of-Travel for I-X and X-I Travel ................................................................ 3-38 3.3.9 Through Trips for X-X Travel ...................................................................................................... 3-39 Airport Passenger Ground Access Model ............................................................................................ 3-40 3.4.1 Introduction ............................................................................................................................... 3-40 3.4.2 Trip Generation for Internal Passengers .................................................................................... 3-42 3.4.3 External Passenger Generation Rates from Population ............................................................ 3-42 3.4.4 Enumeration of Passenger Survey Database ............................................................................. 3-43 3.4.5 Ground Access Mode Choice for Internal Passengers ............................................................... 3-44 3.4.6 Updated Time-of-Day Distribution of Airport Access ................................................................ 3-47 Vehicle Trip Table ................................................................................................................................ 3-48 3.5.1 Vehicle Trip Table Preparation and Assignment ........................................................................ 3-48 3.5.2 Trip Table Preparation ............................................................................................................... 3-49 3.5.3 Vehicle Trip Assignment ............................................................................................................ 3-51 Transit Assignment .............................................................................................................................. 3-58 3.6.1 Transit Path Building and Assignment ....................................................................................... 3-58 3.6.2 Transit Background Network ..................................................................................................... 3-58 3.6.3 Transit System Coding Structure ............................................................................................... 3-59 1-4 User Guide and Model Documentation for SACSIM19 – June 2020 3.6.4 Transit network ......................................................................................................................... 3-61 3.6.5 Routing ...................................................................................................................................... 3-61 3.6.6 Transit Assignment .................................................................................................................... 3-62 3.6.7 Drive Access to Transit .............................................................................................................. 3-62 3.6.8 Park-and-Ride Lot Assignment
Recommended publications
  • Duquesne University Pittsburgh, Pennsylvania UNDERGRADUATE
    ^^Mj ADDRESS— University, 600 Forbes Avenue, Pittsburgh, Pa 15282 Telephone Call specific Centrex (Direct Dial) number (see following), for other offices, call 434-6000 ADMISSION— Director of Admissions, Administration Building, First Floor Telephone (412) 434-6220/6221/6222 Duquesne University ADVISORS College of Liberal Arts and Sciences, College Hall, Room 215 Pittsburgh, Pennsylvania Telephone (412) 434-6394/6395/6396 School of Business and Administration, Rockwell Hall, Room 403 Telephone (412) 434-6277/6278 School of Education, Canevin Hall, Room 214 Telephone (412) 434-6118/6119 School of Music, Room 315 Telephone (412) 434-6083 UNDERGRADUATE School of Nursing, College Hall Room 637D Telephone (412) 434-6346/6347 School of Pharmacy, Mellon Hall of Science, Room 421 Telephone (412) 434-6385/6365 ROTC—College Hall, Fourth Floor Telephone (412) 434-6614/666416665 6 BOOKSTORE — Duquesne Union, Second Floor Telephone (412) 434-6626 CAMPUS MINISTRY—Administration Building, First Floor (r, , Published annually in July by Duquesne University 600 Forbes Avenue Pittsburgh Pennsylvania 15282 Telephone (412) 434-6020 CAREER PLANNING AND PLACEMENT — Administration, Third Floor NOTICE OF RIGHT TO PRIVACY Telephone (412) 434-6644/6645/6646/6647 Under the Family Educational Rights and Privacy Act access to student records by non University personnel CASHIER—Payment of Tuition and Fees, Administration Building, Ground Floor is restricted unless granted by the student or dependency of the student is demonstrated by a parent or guardian Telephone
    [Show full text]
  • A Comparative Study of Commuter Patterns and Trends in Great Britain, Ireland and the Us
    A COMPARATIVE STUDY OF COMMUTER PATTERNS AND TRENDS IN GREAT BRITAIN, IRELAND AND THE US Ian N Williams Ian Williams Services and Cambridge University 1 INTRODUCTION There are a number of reasons why we need to understand better the forces that shape commuter travel. It continues to be a major user of road and rail capacity in congested peak periods so that forecasting the future pattern of commuter trips is a critical task for most urban passenger models. Commuter travel by car has also been a substantial contributor to the past growth in greenhouse gas emissions so that its future growth trajectory is important to the environment. The quality of the transport facilities that connect homes to workplaces affect the land use policy options available to planners and influence the longer term success of planning policy decisions on residential and business construction location decisions. Patterns of commuting have changed through time but these changes do not always follow simple linear trends. In many countries the long-run trend of increases in commuting trip lengths of the 20th century had eased by the last decade. We need to understand the extent to which this is a result of changes in the underlying patterns of the behaviour of workers within the socio-economic environment they inhabit and the extent to which it is simply a reflection of changes in the transport supply characteristics such as cost and time of travel that are standard inputs to our transport models. The reason for initiating the comparative study presented in this paper was to examine those aspects of commuter patterns that have been shown to be similar across a range of countries and a range of years.
    [Show full text]
  • Sfcta Summary
    SFCTA Regional Transportation Model Summary San Francisco County Transportation Authority Transportation Modeling System Overview and Summary Introduction One of the first tour-based micro-simulation models that is being used extensively in planning is the model system created by Cambridge Systematics and Parsons Brinckerhoff for the San Francisco County Transportation Authority, completed in 2000. The model system was designed to use the “full day pattern” modeling approach, first introduced by Bowman and Ben-Akiva at MIT (1). The main feature of the “full day pattern” approach is that it simultaneously predicts the main components of all of a person’s travel across the day. The concept of the tour is used to represent travel. A tour is a sequence of trips that begin and end either at home (Home-Based Tour) or work (Work-Based Sub-Tour). A synthesized population of San Francisco residents is input to the component models of vehicle availability, day pattern choice (tour generation), tour time of day choice, destination choice and mode choice. Destination and mode choice are predicted at both the tour and the trip level. The synthesized tours and trips are aggregated to represent flows between traffic analysis zones before traffic assignment. The model system predicts the choices for a full, representative sample of residents of San Francisco County, almost 800,000 simulated individual person-days of travel. In the San Francisco Model, a micro-simulation framework is applied to individuals and households making vehicle ownership, trip pattern, and trip destination and mode choices; many of these models are logit formulations. A Monte Carlo method is used select outcomes according to these logit model probabilities based on random number draws.
    [Show full text]
  • Understanding the Impact of Digital Developments in Theatre on Audiences, Production and Distribution
    From Live-to-Digital Understanding the Impact of Digital Developments in Theatre on Audiences, Production and Distribution October 2016 by AEA Consulting for Arts Council England, UK Theatre and Society of London Theatre FROM LIVE-TO-DIGITAL aeaconsulting.com 2 Understanding the Impact of Digital Developments in Theatre on Audiences, Production and Distribution Arts Council England (ACE) champions, develops and Report invests in artistic and cultural experiences that enrich people’s lives. The organisation supports activities Commissioners across the arts, museums and libraries – from theatre and Funders to digital art, reading to dance, music to literature, and crafts to collections. Between 2015 and 2018, ACE plans to invest £1.1 billion of public money from government and an estimated £700 million from the National Lottery to help create art and culture experiences for everyone, everywhere. UK Theatre is the UK’s leading theatre and performing arts membership organisation. The organisation promotes excellence, professional development, and campaign to improve resilience and increase audiences across the sector. UK Theatre supports organisations and individuals in the performing arts at any stage of their career, through a range of training, events and other professional services. Whether it’s through sharing knowledge, bringing you together with the right people or providing practical advice, UK Theatre supports you and your work Society of London Theatre (SOLT) is an organisation that works with and on behalf of its Members to champion theatre and the performing arts. SOLT delivers a range of services both to assist members and to promote theatregoing to the widest possible audience. FROM LIVE-TO-DIGITAL aeaconsulting.com 3 Understanding the Impact of Digital Developments in Theatre on Audiences, Production and Distribution The study team for this report comprised Brent Karpf Reidy, Senior Consultant; About the Becky Schutt, Senior Associate; Deborah Abramson, Associate; and Antoni Durski, Research Analyst of AEA Consulting.
    [Show full text]
  • Guide for Travel Model Transfer
    Guide for Travel Model Transfer Date: October 2014 FHWA-HEP-15-006 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-HEP- 4. Title and Subtitle 5. Report Date Guide for Travel Model Transfer October 2014 6. Performing Organization Code 7. Authors 8. Performing Organization Report Thomas F. Rossi, Cambridge Systematics, Inc. No. Chandra R, Bhat, University of Texas, Austin 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Cambridge Systematics, Inc. 100 CambridgePark Drive, Suite 400 Cambridge, MA 02140 11. Contract or Grant No. DTFH61-13-P-00162 12. Sponsoring Agency Name and Address 13. Type of Report and Period United States Department of Transportation Covered Federal Highway Administration 8/29/2013 to 10/31/2014 1200 New Jersey Ave. SE 14. Sponsoring Agency Code Washington, DC 20590 HEPP-30 15. Supplementary Notes The project was managed by Sarah Sun, COR for Federal Highway Administration The report was reviewed by Raw, Jeremy (FHWA); Pihl, Eric (FHWA); Yoder, Supin (FHWA); Murakami, Elaine (FHWA); Gardner, Brian (FHWA) and Cervenka, Kenneth (FTA) 16. Abstract Travel demand models are important tools used in transportation planning to forecast the amount of travel expected to occur under various scenarios and to estimate the effects of changes in transportation supply or policies. The mathematical relationships in these models depend on parameters that reflect the sensitivity of travelers’ choices to the model’s input variables. The process of model transfer from one region to another has become commonplace as a way to obtain model parameter estimated when sufficient local data for model estimation.
    [Show full text]
  • FHWA/TX-10/0-6210-2 Accession No
    Technical Report Documentation Page 1. Report No. 2. Government 3. Recipient’s Catalog No. FHWA/TX-10/0-6210-2 Accession No. 4. Title and Subtitle 5. Report Date Tour-Based Model Development for TxDOT: Evaluation and October 30, 2009 Transition Steps 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Ipek N. Sener, Nazneen Ferdous, Chandra R. Bhat, Phillip 0-6210-2 Reeder 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research 11. Contract or Grant No. The University of Texas at Austin 0-6210 3208 Red River, Suite 200 Austin, TX 78705-2650 Texas Transportation Institute Texas A&M University System 3135 TAMU College Station, Texas 77843-3135 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report Research and Technology Implementation Office 9/1/08-8/31/09 P.O. Box 5080 14. Sponsoring Agency Code Austin, TX 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. 16. Abstract The Texas Department of Transportation (TxDOT), in conjunction with the metropolitan planning organizations (MPOs) under its purview, oversees the travel demand model development and implementation for most of the urban areas in Texas. In these urban areas, a package of computer programs labeled as the “Texas Travel Demand Package” or the “Texas Package” is used as the decision making tool to forecast travel demand and support regional planning, project evaluation, and policy analysis efforts. The Texas Package currently adopts the widely used four-step trip-based urban travel demand modeling process, which was developed in the 1960s when the focus of transportation planning was to meet long-term mobility needs through the provision of additional transportation infrastructure supply.
    [Show full text]
  • 3 Model Structure
    User Guide and Model Documentation for SACSIM19 – June 2020 3 Model Structure This chapter will expand upon the model concepts and parameters from Chapter 2 and describes the theory and relationships between submodels of SACSIM. The overall SACSIM model system is illustrated in Figure 3-1 below. Each submodel captures a component of travel behavior. The key submodels are: 3.1 DAYSIM – Person Day Activity-Based Tour Simulation Model 3.2 Commercial vehicle travel 3.3 External travel 3.4 Airport passenger ground access 3.5 Vehicle trip table preparation and assignment 3.6 Transit path building and assignment 3-1 User Guide and Model Documentation for SACSIM19 – June 2020 Figure 3-1 SACSIM Model Structure 3-2 User Guide and Model Documentation for SACSIM19 – June 2020 DAYSIM - Person Day Activity-Based Tour Simulation DAYSIM is a regional activity-based, tour (ABT) simulator for the intra-regional travel of the region’s residents only. Around the country, ABT models are increasingly used as replacements for more conventional, four-step trip models. ABT models seek to represent a person’s travel as it actually occurs: in a series of trips connecting activities which a traveler needs or wants to participate in during the course of a day. This chapter gives high level introductions about DAYSIM. Please refer to Appendix A – DAYSIM Reference Guide for details. 3.1.1 DAYSIM Terminology and Concepts The specific definitions of activities and tours as used in this documentation are as follows: Activities are the things that people do during the course of the day, either to meet basic needs or for pleasure.
    [Show full text]
  • National V^9 Transportation Safety Board
    PB85-916304 NATIONAL V^9 TRANSPORTATION SAFETY BOARD ^ WASHINGTON, D.C. 20594 RAILROAD ACCIDENT REPORT HEAD-ON COLLISION OF BURLINGTON NORTHERN RAILROAD FREIGHT TRAINS EXTRA 6714 WEST AND EXTRA 7820 EAST WIGGINS, COLORADO APRIL 13, 1984 AND READ-END COLLISION OF BURLINGTON NORTHERN RAILROAD FREIGHT TRAINS EXTRA 7843 EAST AND EXTRA ATSF 8112 EAST NEAR NEWCASTLE, WYOMING APRIL 22, 1984 NTSB/RAR- 85/04. UNITED STATES GOVERNMENT TECHNICAL REPORT DOCUMENTATION PAGE 1. Report No. 2.Government Accession No 3.Recipient's Catalog No. NTSB/RAR-85/04 PB85-916304 k. Title and Subt i tie Kanroaa Accident ueport — 5.Report Date Head-On Collision of Burlington Northern Railroad Freight April 1, 1985 Trains Extra 6714 West and Extra 7820 East at Wiggins, 6.Performing Organization Colorado, April 13, 1984 Code Rear-End Collision of Burlington Northern Railroad Freight 8.Performing Organization Trains Extra 7843 East and Extra ATSF 8112 East Near Report No. Newcastle, Wyoming, April 22, 1984. 9. Performing Organization Name and Address 10.Work Unit No. 3913B National Transportation Safety Board 11.Contract or Grant No. Bureau of Accident Investigation Washington, D.C. 20594 13-Type of Report and Period Covered 12.Sponsoring Agency Name and Address Railroad Accident Reports April 13, 1984. April 22, 1984. NATIONAL TRANSPORTATION SAFETY BOARD Washington, D. C. 20594 JUL 8 1985 ^.Sponsoring Agency Code 15-Supplementary Notes 16.Abstract About 3:58 a.m., mountain standard time, on April 13, 1984, Burlington Northern Railroad Company freight trains Extra 6714 West and Extra 7820 East collided head-on on the single main track about 1,027 feet west of the west turnout of the passing track at Wiggins, Colorado.
    [Show full text]
  • Tour Generation Models for Florida
    Final Report to the CENTER FOR MULTIMODAL SOLUTIONS FOR CONGESTION MITIGATION (CMS) CMS Project Number: 2009-008 Tour Generation Models for Florida for period May 2009 – November 2011 from: Sivaramakrishnan Srinivasan (PI) Associate Professor Department of Civil and Coastal Engineering University of Florida [email protected] Roosbeh Nowrouzian Graduate Research Assistant Department of Civil and Coastal Engineering University of Florida [email protected] Date prepared June 25, 2012 Table of Contents Disclaimer and Acknowledgement of Sponsorship………………………………………..……..i List of Tables…………………………………………………….…………………………….….ii List of Figures…………………………………………………………………………………….iii Abstract………………………………………………………………………………..………….iv Executive Summary………………………………………………………………………………v Chapter 1. Introduction………………………………………………………………………..…1 Chapter 2. A Framework for Modeling Tour Generation………………………..………………4 Chapter 3. Data and Models……………………………………………………………..…….…7 Chapter 4. Assessment of Transferability…………………………………………………….…13 4.1 Literature on Spatial Transferability……………………………………………..….13 4.2 Aggregate Predictions……………………………………………………………….16 4.3 Disaggregate Predictions……………………………………………………………19 4.4 Elasticities…………………………………………………………………………...21 4.5 Overall Assessments……………………………………………………………..…22 Chapter 5. Summary and Conclusions…………………………………………….……………24 References………………………………………………………………………………………27 Appendix………………………………………………………………………………………..29 Disclaimer The contents of this report reflect the views of the authors, who are responsible for the facts
    [Show full text]
  • DRAFT Public Hearing 2040 MVRTP Southern Subarea 8
    DENVER SOUTHERN SUBAREA 8-HOUR OZONE CONFORMITY DETERMINATION FOR THE DRCOG FISCALLY CONSTRAINED 2040 REGIONAL TRANSPORTATION PLAN and the Amended 2012-2017 Transportation Improvement Program and the Southern Subarea Portion of the Upper Front Range 2035 Regional Transportation Plan and the 2012-2017 State Transportation Improvement Program for the Upper Front Range Transportation Planning Region Public Hearing Draft December 18, 2014 Denver Regional Council of Governments 1290 Broadway, Suite 700 Denver, CO 80203 Preparation of this report has been financed in part through grants from the U.S. Department of Transportation, Federal Transit Administration, and Federal Highway Administration 1 2 ABSTRACT TITLE: Denver Southern Subarea 8-Hour Ozone Conformity Determination for the DRCOG Fiscally Constrained 2040 Regional Transportation Plan and the Amended 2012-2017 Transportation Improvement Program and the Southern Subarea Portion of the Upper Front Range 2035 Regional Transportation Plan and the 2012-2017 State Transportation Improvement Program for the Upper Front Range Transportation Planning Region AUTHORS: Denver Regional Council of Governments SUBJECT: Air quality conformity of the Denver region’s and the Southern Subarea Portion of the Upper Front Range region’s respective long-range transportation plans and short-range improvement programs DATE: December 18, 2014 SOURCE OF COPIES: Public Information and Communications Office DRCOG 1290 Broadway, Suite 700 Denver, CO 80203 (303) 455-1000 NUMBER OF PAGES: ABSTRACT: Demonstration of the Southern Subarea of 8-hour ozone nonattainment area’s meeting of federally prescribed air pollution emissions tests for the 8-hour ozone standard. 3 4 TABLE OF CONTENTS ABSTRACT ................................................................................................................... 3 CHAPTER 1. INTRODUCTION ..................................................................................... 7 Background—8-Hour Ozone Nonattainment Area ..................................................................
    [Show full text]
  • Travel Demand Forecasting: Parameters and Techniques TRANSPORTATION RESEARCH BOARD 2012 EXECUTIVE COMMITTEE*
    170 pages; Perfect Bind with SPINE COPY = 29.25 pts (can reduce type to 12 pts) ***UPDATE PAGE COUNT = FM + PAGES * ONLY ADJUST SPINE FOR McARDLE JOBS*** NATIONAL COOPERATIVE HIGHWAY RESEARCH NCHRP PROGRAM REPORT 716 Travel Demand Forecasting: Parameters and Techniques TRANSPORTATION RESEARCH BOARD 2012 EXECUTIVE COMMITTEE* OFFICERS CHAIR: Sandra Rosenbloom, Professor of Planning, University of Arizona, Tucson VICE CHAIR: Deborah H. Butler, Executive Vice President, Planning, and CIO, Norfolk Southern Corporation, Norfolk, VA EXECUTIVE DIRECTOR: Robert E. Skinner, Jr., Transportation Research Board MEMBERS J. Barry Barker, Executive Director, Transit Authority of River City, Louisville, KY William A.V. Clark, Professor of Geography and Professor of Statistics, Department of Geography, University of California, Los Angeles Eugene A. Conti, Jr., Secretary of Transportation, North Carolina DOT, Raleigh James M. Crites, Executive Vice President of Operations, Dallas-Fort Worth International Airport, TX Paula J. C. Hammond, Secretary, Washington State DOT, Olympia Michael W. Hancock, Secretary, Kentucky Transportation Cabinet, Frankfort Chris T. Hendrickson, Duquesne Light Professor of Engineering, Carnegie-Mellon University, Pittsburgh, PA Adib K. Kanafani, Professor of the Graduate School, University of California, Berkeley Gary P. LaGrange, President and CEO, Port of New Orleans, LA Michael P. Lewis, Director, Rhode Island DOT, Providence Susan Martinovich, Director, Nevada DOT, Carson City Joan McDonald, Commissioner, New York State DOT, Albany Michael R. Morris, Director of Transportation, North Central Texas Council of Governments, Arlington Tracy L. Rosser, Vice President, Regional General Manager, Wal-Mart Stores, Inc., Mandeville, LA Henry G. (Gerry) Schwartz, Jr., Chairman (retired), Jacobs/Sverdrup Civil, Inc., St. Louis, MO Beverly A. Scott, General Manager and CEO, Metropolitan Atlanta Rapid Transit Authority, Atlanta, GA David Seltzer, Principal, Mercator Advisors LLC, Philadelphia, PA Kumares C.
    [Show full text]
  • Project Manual For
    COUNTY SANITATION DISTRICT 2-3 FISCAL YEAR 2018-2019 CAPITAL IMPROVEMENT PROJECT PROJECT MANUAL FOR COUNTY SANITATION DISTRICT 2-3 OF SANTA CLARA COUNTY FISCAL YEAR 2018-2019 CAPITAL IMPROVEMENT PROJECT PREPARED BY 20863 Stevens Creek Boulevard, Suite 100 Cupertino, California 95014 (408) 253-7863 APPROVED BY: __________________________________________ Benjamin T. Porter R.C.E. # 69302 District Manager-Engineer Expires 6/30/2020 Bid Specifications Dated: January 15, 2019 Bid Opening on March 14, 2019 at 2 PM 0 | Page COUNTY SANITATION DISTRICT 2-3 FISCAL YEAR 2018-2019 CAPITAL IMPROVEMENT PROJECT DOCUMENT 00010 TABLE OF CONTENTS BID INFORMATION 00010 Table of Contents....................................................................................... 1 00105 Invitation to Bid .......................................................................................... 2 00200 Instructions to Bidders ............................................................................... 5 00210 Indemnity and Release Agreement ............................................................ 14 00320 Geotechnical, Hazardous Materials Surveys and Existing Conditions ........ 16 00412 Bid Form - Unit Price .................................................................................. 19 00430 Bid Form Supplements............................................................................... 30 00450 Bidders Experiences .................................................................................. 31 00481 Non-Collusion Affidavit ..............................................................................
    [Show full text]