Work Type Definition and Submittal Requirements

Save this PDF as:
 WORD  PNG  TXT  JPG

Size: px
Start display at page:

Download "Work Type Definition and Submittal Requirements"

Transcription

1 Work Type: Geotechnical Studies Soils Analysis & Recommendations The first section, Work Type Definition, provides a detailed explanation of the work type. The second section, Work Type Submittal Requirements, identifies the requirements a firm must meet to become pre-qualified to perform this work type for Hennepin County. Work Type Definition: Geotechnical Studies I. Description A Geotechnical study includes preparation of final boring logs and an analysis of subsurface conditions and materials, submitted in the form of a report. The report includes, but is not limited to; bearing capacity for deep or shallow foundations, settlement analysis, slope stability analysis, locations of unsuitable soils, subcut depths and type of backfill, muck excavation limits and treatment, culvert treatments, pavement designs, and geologic recommendations. The report should also include definite foundation recommendations for providing a safe and cost effective foundation system. In addition, this work type may include hiring and managing Standard Penetration Test & Rock Coring, and/or Cone Penetration Test subcontractors. Subcontractors must be on the Pre-Qualified list for those work types. II. Standards and Specifications Standards and specifications required for a project under this work type may include the following: A. All tasks will be performed in accordance with current ASTM, AASHTO, and, for highway construction projects, MnDOT standards and specifications. The current Specifications for Subsurface Investigation & Geotechnical Analysis and Design Recommendations can be found at: III. Provided By Hennepin County Information to be supplied by Hennepin County for a project may include the following: A. Plans showing existing topography, proposed alignments, locations of the existing and proposed structures and locations of borings. B. Completed boring logs in gint format. C. American Society for Testing and Materials (ASTM), American Association of State Highway & Transportation Officials (AASHTO), and MnDOT Standard Specifications. IV. Provided by Consultant Deliverables to be supplied by the consultant for a project may include the following: A. Final Geotechnical Report a. Final boring logs in paper and electronic format. Page 1 of 5 Rev. June 2014 Based on MnDOT 6.1, 6.9

2 b. Final logs using MnDOT s gint templates. c. Plotted boring plan and soils profile in electronic format (hard copy may be required). d. Materials Design Recommendation (if required). e. Weekly progress reports. f. Final report summarizing the results of the testing along with recommendations and conclusions. Work Type Definition: Soils Analysis & Recommendations V. Description The purpose of this work type is to analyze field boring measurements and laboratory soils tests to develop recommendations that include but are not limited to muck excavation, subgrade excavation, embankment construction, subsurface drainage, infiltration tests, dewatering, ponding, berms, shrinkage factors, use of onsite materials and grading, base and surfacing design. The required outline for the Materials Design Recommendations Report can be found in Chapter 6 of the MnDOT Geotechnical and Pavement Design Manual. VI. Standards and Specifications Standards and specifications required for a project under this work type may include the following: A. All tasks will be performed in accordance with current ASTM, AASHTO, and, for highway construction projects, MnDOT Standards, Specifications, and Manuals. The current MnDOT Specifications for Soils Surveys, Engineering Analysis, Laboratory, and Field Soils Tests can be found at: VII. Provided By Hennepin County Information to be supplied by Hennepin County for a project may include the following: A. Plans showing existing topography, proposed alignments, locations of the existing and proposed structures and locations of borings. B. Completed soils investigation including boring logs in electronic format (MnDOT s Soils Data Dictionary format). C. Approved traffic forecast. Page 2 of 5 Rev. June 2014 Based on MnDOT 6.1, 6.9

3 D. American Society for Testing and Materials (ASTM), American Association of State Highway & Transportation Officials (AASHTO), MnDOT Geotechnical and Pavement Manual, MnDOT Standard Specifications and Technical Memoranda. VIII. Provided by Consultant Deliverables to be supplied by the consultant for a project may include the following: A. Final Materials Design Recommendation Report. a. Laboratory testing reports. b. Plotted boring plan and soils profile in electronic format (hard copy may be required). c. A Final Materials Design Recommendation Report (if required) summarizing the results of the investigation, testing, analyses, and recommendations. The remainder of this page is intentionally left blank. Page 3 of 5 Rev. June 2014 Based on MnDOT 6.1, 6.9

4 Work Type: Work Type: Geotechnical Studies Soils Analysis & Recommendations Submittal Requirements NOTE: A consultant firm becomes pre-qualified based on the qualifications of the personnel that are employed by the firm. Key Personnel Requirements Minimum number of Key Personnel: At least one professional engineer. Proof of Professional Certification/Licensure (Submit in PDF format) Qualified professional engineer must be a licensed Civil Engineer with the Minnesota State Board of Professional Engineers. Documentation Requirements I. Project Experience Submit PDF of Form PQ1 A. Complete Parts 1 and 2 of Form PQ1 Part 1: Fill out general information and names of personnel Qualifying experience of staff must be documented by personal experience histories of key personnel. Qualified professional engineer must have a minimum of 5 years experience in the activities required. Satisfactory experience must be demonstrated on at least two projects (maximum of five) within the last ten years. Project identifications should include the name of client for which work was performed. Part 2: Must correlate to Example Project Requirements section. II. Example Projects Requirements Submit PDF of Form PQ2 A. Provide a description or submit a project cut-sheet as examples of at least two project examples completed within the last five years. Example should be a final report or summary of final report. B. One project example is required. The example must include a complete design recommendations report and supporting data from a project as outlined in Chapter 6 of the MnDOT Geotechnical and Pavement Manual. III. Supplemental Information Submit PDF Responders that do not perform their own subsurface investigations must have a demonstrated ability to hire and manage qualified drillers. This may include Standard Penetration Test & Rock Coring and/or Cone Penetration Test sub contractors. Provide documentation in this section of ability to comply with this requirement. Page 4 of 5 Rev. June 2014 Based on MnDOT 6.1, 6.9

5 Submittal Instructions Each Work Type Submittal must include the following individual items submitted in the following order as a single PDF: File name: FIRMNAME_WORKTYPENAME 1. Cover Letter 2. Form PQ1- Project Experience 3. Form PQ2 Project Description (or allowable equivalent) 4. Form PQ3 Supplemental Information (if required) the completed package to NOTE: A separate Submittal is required for EACH Work Type. Page 5 of 5 Rev. June 2014 Based on MnDOT 6.1, 6.9

Work Type Definition and Submittal Requirements

Work Type Definition and Submittal Requirements Work Type: Highway Materials Testing Geotechnical Laboratory Testing, Geotechnical Laboratory Testing, Standard Penetration (SPT) & Rock Coring, Cone Penetration Test, Solid Stem Auger Drilling, and Materials

More information

Work Type Definition and Submittal Requirements Work Type: Construction Contract Administration & Management

Work Type Definition and Submittal Requirements Work Type: Construction Contract Administration & Management The first section, Work Type Definition, provides a detailed explanation of the work type. The second section, Work Type Submittal Requirements, identifies the requirements a firm must meet to become pre-qualified

More information

Work Type Definition and Submittal Requirements Work Type: Right-of-Way Surveys / Land Surveys

Work Type Definition and Submittal Requirements Work Type: Right-of-Way Surveys / Land Surveys The first section, Work Type Definition, provides a detailed explanation of the work type. The second section, Work Type Submittal Requirements, identifies the requirements a firm must meet to become pre-qualified

More information

Work Type Definition and Submittal Requirements Work Type Definition: Archeological

Work Type Definition and Submittal Requirements Work Type Definition: Archeological Archaeological Work Historic Archaeological Work The first section, Work Type Definition, provides a detailed explanation of the work type. The second section, Work Type Submittal Requirements, identifies

More information

Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.

Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition. Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer

More information

Work Type Definition and Submittal Requirements 20.1 Project Scheduling. Work Type Definition

Work Type Definition and Submittal Requirements 20.1 Project Scheduling. Work Type Definition Work Type Definition Page 1-2 details the work type definition. In order to become pre-qualified for this work type, please see the Work Type Submittal Requirements on pages 3-6. I. Description Develop

More information

Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin

Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering Geotechnical Bulletin GB 5 GEOTECHNICAL SUBMISSION GUIDELINES Geotechnical Bulletin GB5 was developed

More information

Work Type Definition

Work Type Definition Work Type Definition Page 1-6 details the work type definition. In order to become pre-qualified for this work type, please see the Work Type Submittal Requirements on pages 7-8. I. Description A. Work

More information

Work Type Definition

Work Type Definition Work Type Definition Page 1-3 details the work type definition. In order to become pre-qualified for this work type, please see the Work Type Submittal Requirements on pages 4-5. I. Description A. Work

More information

CHAPTER III SITE EXPLORATION

CHAPTER III SITE EXPLORATION CHAPTER III SITE EXPLORATION Investigational Programs. Field investigations can be divided into two major phases: a surface examination and a subsurface exploration. 1 Surface Examination a. Literature

More information

Appendix A Alternative Contracting General Engineering Consultant RFP. Appendix A

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

More information

Highway 23 Paynesville Richmond Soils Borings, Soils Tests, and Reporting

Highway 23 Paynesville Richmond Soils Borings, Soils Tests, and Reporting Highway 23 Paynesville Richmond Soils Borings, Soils Tests, and Reporting MnDOT Contract No. 1003249 General Project Overview This work is located along Trunk Highway (TH) 23, for State Project (SP) 7305-124.

More information

CEMENT AND LIME STABILIZATION OF SUBGRADE SOILS (07-12-07) DB5 R21

CEMENT AND LIME STABILIZATION OF SUBGRADE SOILS (07-12-07) DB5 R21 CEMENT AND LIME STABILIZATION OF SUBGRADE SOILS (07-12-07) DB5 R21 General The Design-Build Team shall be responsible for the following: Sampling 1. Performing all laboratory tests in a laboratory certified

More information

SECTION TRENCHING, BACKFILLING AND COMPACTING

SECTION TRENCHING, BACKFILLING AND COMPACTING SECTION 02221 TRENCHING, BACKFILLING AND COMPACTING PART 1 GENERAL 1.01 SUMMARY A. This section addresses excavation and trenching; including subsurface drainage, dewatering, preparation of subgrade, pipe

More information

SECTION 31 20 00 EARTH MOVING

SECTION 31 20 00 EARTH MOVING SECTION 31 20 00 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for excavating, filling, and grading for earthwork at Parking Structure, new exit stair and as required to

More information

STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.

STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL. STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill

More information

Guidelines for Geotechnical Reports

Guidelines for Geotechnical Reports PDHonline Course C336 (3 PDH) Guidelines for Geotechnical Reports Instructor: John Poullain, PE 2012 PDH Online PDH Center 5272 Meadow Estates Drive Fairfax, VA 22030-6658 Phone & Fax: 703-988-0088 www.pdhonline.org

More information

CIVIL BREADTH Exam Specifications

CIVIL BREADTH Exam Specifications NCEES Principles and Practice of Engineering Examination CIVIL BREADTH and GEOTECHNICAL DEPTH Exam Specifications Effective Beginning with the April 2015 Examinations The civil exam is a breadth and depth

More information

SPECIFICATION FOR DYNAMIC CONSOLIDATION / DYNAMIC REPLACEMENT

SPECIFICATION FOR DYNAMIC CONSOLIDATION / DYNAMIC REPLACEMENT SPECIFICATION FOR DYNAMIC CONSOLIDATION / DYNAMIC REPLACEMENT 1.0 SOIL IMPROVEMENT 1.1 General Soil Investigation Information are provided in Part B1 annex as a guide to the Contractor for his consideration

More information

Appendix D.2. Geotechnical Methods for Karst Feasibility. Testing

Appendix D.2. Geotechnical Methods for Karst Feasibility. Testing Appendix D.2 Geotechnical Methods for Karst Feasibility Testing The following information on BMP design and SWM geotechnical testing in Karst areas has been adapted from the Carroll County Water Resource

More information

Professional Engineers Providing Geotechnical Engineering Services

Professional Engineers Providing Geotechnical Engineering Services GUIDELINE Professional Engineers Providing Geotechnical Engineering Services 1993 Published by Association of Professional Engineers of Ontario Revised 11/15/98 CONTENTS General...5 Phases of Service...5

More information

CIVIL BREADTH Exam Specifications

CIVIL BREADTH Exam Specifications NCEES Principles and Practice of Engineering Examination CIVIL BREADTH and TRANSPORTATION DEPTH Exam Specifications Effective Beginning with the April 2015 Examinations The civil exam is a breadth and

More information

Exhibit A Scope of Work

Exhibit A Scope of Work Exhibit A Scope of Work The agreement for S.P. 3116-142 (T.H. 169-Cross Range Expressway) includes final design plans for a 1.55 mile length of a 2 lane to 4 lane expansion project located 0.66 miles SW

More information

Chapter 4 SUBSURFACE INVESTIGATION GUIDELINES

Chapter 4 SUBSURFACE INVESTIGATION GUIDELINES Chapter 4 SUBSURFACE INVESTIGATION GUIDELINES Final SCDOT GEOTECHNICAL DESIGN MANUAL August 2008 Table of Contents Section Page 4.1 Introduction...4-1 4.2 Subsurface Investigation...4-2 4.2.1 Preliminary

More information

GUIDELINES FOR GEOTECHNICAL INVESTIGATION OF BRIDGE STRUCTURES. Materials Engineering Report No. 2009-8M (Supersedes Report No.

GUIDELINES FOR GEOTECHNICAL INVESTIGATION OF BRIDGE STRUCTURES. Materials Engineering Report No. 2009-8M (Supersedes Report No. GUIDELINES FOR GEOTECHNICAL INVESTIGATION OF BRIDGE STRUCTURES Materials Engineering Report No. 2009-8M (Supersedes Report No. 21) F CHOWDHURY GEOMECHANICS AND STRUCTURAL MATERIALS ENGINEER S REHMAN GEOTECHNICAL

More information

SECTION TRENCHING AND BACKFILLING. 1. Section , Temporary Environmental Controls. 2. Section , Excavation and Fill.

SECTION TRENCHING AND BACKFILLING. 1. Section , Temporary Environmental Controls. 2. Section , Excavation and Fill. SECTION 31 23 33 TRENCHING AND BACKFILLING PART 1 GENERAL 1.01 SECTION INCLUDES A. This WORK shall consist of all labor, equipment, and materials necessary for excavation, trenching, and backfilling for

More information

GUIDELINES FOR GEOTECHNICAL INVESTIGATION OF ROAD WORKS. Materials Engineering Report No M

GUIDELINES FOR GEOTECHNICAL INVESTIGATION OF ROAD WORKS. Materials Engineering Report No M GUIDELINES FOR GEOTECHNICAL INVESTIGATION OF ROAD WORKS Materials Engineering Report No. 2011-01M MAIN ROADS Western Australia January 2011 ABSTRACT This guideline has been prepared to assist in the planning,

More information

LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT CONSTRUCTION PLANS QUALITY CONTROL / QUALITY ASSURANCE MANUAL

LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT CONSTRUCTION PLANS QUALITY CONTROL / QUALITY ASSURANCE MANUAL LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT CONSTRUCTION PLANS QUALITY CONTROL / QUALITY ASSURANCE MANUAL August 2008 TABLE OF CONTENTS Section 1 - Introduction... 3 1.1 Defining Plan Quality...

More information

COMPENDIUM OF INDIAN STANDARDS ON SOIL ENGINEERING PART 2

COMPENDIUM OF INDIAN STANDARDS ON SOIL ENGINEERING PART 2 (PREVIEW) SP 36 (Part 2) : 1988 COMPENDIUM OF INDIAN STANDARDS ON SOIL ENGINEERING PART 2 IS 1893 : 1979 (Reaffirmed 1987) CODE OF PRACTICE FOR SUBSURFACE INVESTIGATION FOR FOUNDATIONS 1.1 This code deals

More information

This section includes materials, installation and testing of earthwork for excavations, fills and embankments for structures and sites.

This section includes materials, installation and testing of earthwork for excavations, fills and embankments for structures and sites. STANDARD SPECIFICATION SECTION 02200 EARTHWORK PART 1 - GENERAL 1.01 DESCRIPTION This section includes materials, installation and testing of earthwork for excavations, fills and embankments for structures

More information

Design, Testing and Automated Monitoring of ACIP Piles in Residual Soils

Design, Testing and Automated Monitoring of ACIP Piles in Residual Soils Design, Testing and Automated Monitoring of ACIP Piles in Residual Soils Stephen W. Lacz 1, M. ASCE, P.E. and Richard C. Wells 2, F. ASCE, P.E. 1 Senior Professional, Trigon Kleinfelder, Inc., 313 Gallimore

More information

Appendix I: BMP Inspection Form CASQA SWPPP Template 91 January2011 BMP INSPECTION REPORT Date and Time of Inspection: Date Report Written: Inspection Type: (Circle one) Weekly Complete Parts I,II,III

More information

Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin PLAN SUBGRADES

Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin PLAN SUBGRADES Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering Geotechnical Bulletin GB 1 PLAN SUBGRADES Geotechnical Bulletin GB1 was jointly developed by the Offices

More information

Section 100 Contractor Quality Control Program

Section 100 Contractor Quality Control Program 7/21/2014 AC 150/5370-10G Section 100 Contractor Quality Control Program 100-01 General. When the specification requires a Contractor Quality Control Program, the Contractor shall establish, provide, and

More information

Road Planning and Design Manual Edition 2: Volume 3. Supplement to Austroads Guide to Road Design Part 7: Geotechnical Investigation and Design

Road Planning and Design Manual Edition 2: Volume 3. Supplement to Austroads Guide to Road Design Part 7: Geotechnical Investigation and Design Road Planning and Design Manual Edition 2: Volume 3 Supplement to Austroads Guide to Road Design Part 7: Geotechnical Investigation and Design April 2015 Copyright http://creativecommons.org/licenses/by/3.0/au/

More information

CIVL451. Soil Exploration and Characterization

CIVL451. Soil Exploration and Characterization CIVL451 Soil Exploration and Characterization 1 Definition The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally

More information

SERVICES 2015 ISO 18001

SERVICES 2015 ISO 18001 SERVICES 2015 A family business with a solid foundation of experience, we handle all aspects of site investigation.... Phase 1 Environmental Studies Phase 2 Intrusive Investigations Phase 3 Remediation

More information

TECHNICAL REPORT ON SCALA DYNAMIC CONE PENETROMETER IRREGULARITY

TECHNICAL REPORT ON SCALA DYNAMIC CONE PENETROMETER IRREGULARITY TECHNICAL REPORT ON SCALA DYNAMIC CONE PENETROMETER IRREGULARITY CETANZ Technical Report TR 1 Author(s) SJ Anderson, Geotechnics Ltd Report Date First Issue May 2010 Report Revision Date September 2011

More information

ANNEX D1 BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN THE DETAILED RISK ASSESSMENT FOR SAFETY

ANNEX D1 BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN THE DETAILED RISK ASSESSMENT FOR SAFETY ANNEX D1 BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN THE DETAILED RISK ASSESSMENT FOR SAFETY ANNEX D1: BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN DRA FOR SAFETY D1-1 ANNEX D1 BASIC CONSIDERATIONS

More information

AN AEM TOOL FOR THE EVALUATION OF UNDESIGNED WASTE STORAGE FACILITIES

AN AEM TOOL FOR THE EVALUATION OF UNDESIGNED WASTE STORAGE FACILITIES AN AEM TOOL FOR THE EVALUATION OF UNDESIGNED WASTE STORAGE FACILITIES REFERENCE National Handbook of Conservation Practices Code NY313 Waste Storage Facility. INTRODUCTION CAFO permits require an Agricultural

More information

GUIDELINES FOR CONSULTANTS PERFORMING GEOTECHNICAL INVESTIGATIONS FOR PROJECTS MAINTAINED BY HARRIS COUNTY, TEXAS

GUIDELINES FOR CONSULTANTS PERFORMING GEOTECHNICAL INVESTIGATIONS FOR PROJECTS MAINTAINED BY HARRIS COUNTY, TEXAS GUIDELINES FOR CONSULTANTS PERFORMING GEOTECHNICAL INVESTIGATIONS FOR PROJECTS MAINTAINED BY HARRIS COUNTY, TEXAS EFFECTIVE DATE JANUARY 1, 2011 Contents Section I. Introduction Section II. Applicability

More information

TECHNICAL NOTE: SI 01 SPECIFIC REQUIREMENTS FOR THE ACCREDITATION OF INSPECTION BODIES FOR SITE INVESTIGATION

TECHNICAL NOTE: SI 01 SPECIFIC REQUIREMENTS FOR THE ACCREDITATION OF INSPECTION BODIES FOR SITE INVESTIGATION ACCREDITATION SCHEME FOR INSPECTION BODIES TECHNICAL NOTE: SI 01 SPECIFIC REQUIREMENTS FOR THE ACCREDITATION OF INSPECTION BODIES FOR SITE INVESTIGATION Technical Note SI 01: 3 February 2016 The SAC Accreditation

More information

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary

More information

SECTION 4 EXCAVATION, TRENCHING AND BACKFILLING 4.01 SCOPE OF WORK

SECTION 4 EXCAVATION, TRENCHING AND BACKFILLING 4.01 SCOPE OF WORK 4.01 SCOPE OF WORK The work covered by this section shall consist of furnishing all materials, equipment and labor for the excavating, trenching, backfilling, and bore and jack required to install or repair

More information

APPENDIX B. Geotechnical Engineering Report

APPENDIX B. Geotechnical Engineering Report APPENDIX B Geotechnical Engineering Report GEOTECHNICAL ENGINEERING REPORT Preliminary Geotechnical Study Upper Southeast Salt Creek Sanitary Trunk Sewer Lincoln Wastewater System Lincoln, Nebraska PREPARED

More information

Department of Planning and Land Services Development Engineering

Department of Planning and Land Services Development Engineering Pierce County Department of Planning and Land Services Development Engineering SINGLE FAMILY RESIDENTIAL PERMEABLE PAVEMENT DRIVEWAY DESIGN GUIDE 2015 Pierce County Stormwater Management and Site Development

More information

HIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN

HIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN HIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN Research & Development Division RD/GN/012 August 1990 HIGHWAYS DEPARTMENT GUIDANCE NOTES (RD/GN/012) SOIL TEST FOR PAVEMENT DESIGN Prepared

More information

CHAPTER 5 ON SITE STORMWATER MANAGEMENT

CHAPTER 5 ON SITE STORMWATER MANAGEMENT CHAPTER 5 ON SITE STORMWATER MANAGEMENT Contents 5.0 INTRODUCTION 5-1 A. Objective 5-1 B. Impervious Surface Mitigation Requirements 5-1 C. Pollution Generating Pervious Surface Mitigation Requirements

More information

Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department

Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth

More information

BUILDING CONTROL (ACCREDITED CHECKERS AND ACCREDITED CHECKING ORGANISATIONS) (AMENDMENT NO. 2) REGULATIONS 2008

BUILDING CONTROL (ACCREDITED CHECKERS AND ACCREDITED CHECKING ORGANISATIONS) (AMENDMENT NO. 2) REGULATIONS 2008 1 S 249/2008 First published in the Government Gazette, Electronic Edition, on 5th May 2008 at 5:00 pm. NO. S 249 BUILDING CONTROL ACT (CHAPTER 29) BUILDING CONTROL (ACCREDITED CHECKERS AND ACCREDITED

More information

City of Edgewood REQUEST FOR QUALIFICATIONS 2016 ON-CALL CONSULTANT SERVICES

City of Edgewood REQUEST FOR QUALIFICATIONS 2016 ON-CALL CONSULTANT SERVICES City of Edgewood REQUEST FOR QUALIFICATIONS 2016 ON-CALL CONSULTANT SERVICES I. PURPOSE OF REQUEST. The City of Edgewood is requesting statements of qualifications from professional consulting firms licensed

More information

Polk Commerce Centre CRA Spine Road Alignment Study

Polk Commerce Centre CRA Spine Road Alignment Study Polk Commerce Centre CRA Spine Road Alignment Study Florida Polytech Pace Road (LIMIT) Berkley Road Williams DRI Proposed Alignment Polk Commerce Centre CRA Boundary Braddock Road (LIMIT) Lake Myrtle Sports

More information

ACCREDITATION REQUIREMENTS OF GEOTECHNICAL INVESTIGATION LABORATORIES

ACCREDITATION REQUIREMENTS OF GEOTECHNICAL INVESTIGATION LABORATORIES ACCREDITATION REQUIREMENTS OF GEOTECHNICAL INVESTIGATION LABORATORIES DAC-REQ-02 June 2008 refer to the controlled version Online. CONTENTS General 3 Scope 4 General Requirements.. 5 Specific Criteria

More information

San Francisco State University Civil Engineering. Course Outline for Engr 431 Foundation Engineering

San Francisco State University Civil Engineering. Course Outline for Engr 431 Foundation Engineering San Francisco State University Civil Engineering Course Outline for Engr 431 Foundation Engineering Bulletin Description: ENGR 431 Foundation Engineering (3 units) Prerequisite: Engr 430. Settlement of

More information

Lecture 1 : Introduction [ Section 1.1 : Planning For Subsurface Exploration ]

Lecture 1 : Introduction [ Section 1.1 : Planning For Subsurface Exploration ] Lecture 1 : Introduction [ Section 1.1 : Planning For Subsurface Exploration ] Objectives In this section you will learn the following Introduction Objectives of Site Investigation Planning for Subsurface

More information

INDIANA DEPARTMENT OF TRANSPORTATION QUALIFIED LABORATORY AND TECHNICIAN PROGRAM

INDIANA DEPARTMENT OF TRANSPORTATION QUALIFIED LABORATORY AND TECHNICIAN PROGRAM 1/1/13 INDIANA DEPARTMENT OF TRANSPORTATION QUALIFIED LABORATORY AND TECHNICIAN PROGRAM The purpose of the Qualified Laboratory and Technician Program is to establish policies, procedures, and guidelines

More information

Section 4: Geotechnical Investigations

Section 4: Geotechnical Investigations 4.1 Introduction Section 4: Geotechnical Investigations Investigation As part of the Phase I Site Characterization, or other efforts to characterize the site, a Phase I Geotechnical Investigation may be

More information

SECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions.

SECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions. SECTION LS 2530 SANITARY SEWERS PART 1 GENERAL 1.1 SUBMITTALS A. General: Submit the following in accordance with The General Conditions. 1. Product data for drainage piping specialties. 2. Shop drawings

More information

SECTION 02200 SUPPORT OF EXCAVATION

SECTION 02200 SUPPORT OF EXCAVATION SECTION 02200 PART 1 GENERAL 1.01 DESCRIPTION A. Section including specifications for design and installation of excavation support. B. Section also includes specifications for excavation support systems

More information

CLACKAMAS COUNTY ZONING AND DEVELOPMENT ORDINANCE

CLACKAMAS COUNTY ZONING AND DEVELOPMENT ORDINANCE 1008 STORM DRAINAGE (3/24/05) 1008.01 PURPOSE To minimize the amount of stormwater runoff resulting from development utilizing nonstructural controls where possible, maintain and improve water quality,

More information

C. Section 014510 TESTING LABORATORY SERVICE.

C. Section 014510 TESTING LABORATORY SERVICE. SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1.01 RELATED REQUIREMENTS A. Drawings and General Provisions of Contract, including General and Special Conditions and other Division 1 Specification Sections,

More information

SECTION 206 EXCAVATION FOR STRUCTURES

SECTION 206 EXCAVATION FOR STRUCTURES SECTION 206 EXCAVATION FOR STRUCTURES 206.1 Description. This work shall consist of the necessary excavation for the foundations of all structures, removal and disposal of all excavated material, backfilling

More information

Development of National Geotechnical Management System Standards for Transportation Applications

Development of National Geotechnical Management System Standards for Transportation Applications Development of National Geotechnical Management System Standards for Transportation Applications Thomas E. Lefchik P.E. 1 and Kirk Beach 2 1 Federal Highway Administration, 200 N. High Street, Room 328,

More information

TECHNICAL SPECIFICATIONS CEMENT-BENTONITE SLURRY TRENCH CUTOFF WALL

TECHNICAL SPECIFICATIONS CEMENT-BENTONITE SLURRY TRENCH CUTOFF WALL TECHNICAL SPECIFICATIONS CEMENT-BENTONITE SLURRY TRENCH CUTOFF WALL SCOPE This section of the specifications includes requirements for the Slurry Trench Cutoff Wall and related work as indicated on the

More information

c. Borehole Shear Test (BST): BST is performed according to the instructions published by Handy Geotechnical Instruments, Inc.

c. Borehole Shear Test (BST): BST is performed according to the instructions published by Handy Geotechnical Instruments, Inc. Design Manual Chapter 6 - Geotechnical 6B - Subsurface Exploration Program 6B-2 Testing A. General Information Several testing methods can be used to measure soil engineering properties. The advantages,

More information

COLORADO DEPARTMENT OF TRANSPORTATION STORMWATER FIELD INSPECTION REPORT - ACTIVE CONSTRUCTION

COLORADO DEPARTMENT OF TRANSPORTATION STORMWATER FIELD INSPECTION REPORT - ACTIVE CONSTRUCTION COLORADO DEPARTMENT OF TRANSPORTATION STORMWATER FIELD INSPECTION REPORT - ACTIVE CONSTRUCTION (1) Project Name: (2) Project Contractor: (3) Erosion Control Supervisor/SWMP Administrator: (4) CDOT Project

More information

720 Contour Grading. General. References. Resources. Definitions

720 Contour Grading. General. References. Resources. Definitions 720 Contour Grading General Contour grading directs water to a desired point, prevents erosion, provides noise deflection, provides visual fit of the facility into the landscape, and protects desirable

More information

250145 - ENGGEOTEC - Geotechnical Engineering

250145 - ENGGEOTEC - Geotechnical Engineering Coordinating unit: 250 - ETSECCPB - Barcelona School of Civil Engineering Teaching unit: 751 - ECA - Department of Civil and Environmental Engineering Academic year: Degree: 2015 BACHELOR'S DEGREE IN CIVIL

More information

SECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING

SECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING SECTION 33 41 13 PUBLIC STORM PART 1 - GENERAL 1.01 SECTION INCLUDES A. Storm drainage piping, fittings, and accessories at proposed station areas and locations other than under and immediately adjacent

More information

TENTATIVE PARCEL MAPS

TENTATIVE PARCEL MAPS CITY OF ARROYO GRANDE APPLICATION CHECKLIST FOR TENTATIVE PARCEL MAPS The following list includes all of the items you must submit for a complete application. Some specific types of information may not

More information

All projects require a geotechnical investigation of the soils. All soil reports must be submitted to Ivins City for review and concurrence.

All projects require a geotechnical investigation of the soils. All soil reports must be submitted to Ivins City for review and concurrence. 2.2. GEOTECHNICAL Ivins City Standard Specifications for Design and Construction All projects require a geotechnical investigation of the soils. All soil reports must be submitted to Ivins City for review

More information

URBAN DRAINAGE CRITERIA

URBAN DRAINAGE CRITERIA URBAN DRAINAGE CRITERIA I. Introduction This division contains guidelines for drainage system design and establishes a policy for recognized and established engineering design of storm drain facilities

More information

Landslides in the White Mountain (Geotechnical Studies and Engineering Tests)

Landslides in the White Mountain (Geotechnical Studies and Engineering Tests) J. Al-Azhar University Gaza 2004, Vol. 7, NO. 2 P 15-26 Landslides in the White Mountain (Geotechnical Studies and Engineering Tests) Isam G. Jardaneh (1), Jalal Al-Dabeek (2), Abdel hakeem Al-Jawhari

More information

GEOTECHNICAL REPORTING REQUIREMENTS

GEOTECHNICAL REPORTING REQUIREMENTS City of Bellevue Department of Planning and Community Development Post Office Box 90012 Bellevue, Washington 98009-9012 (425) 452-6864 FAX (425) 452-5225 TDD (425) 452-4636 GEOTECHNICAL REPORTING REQUIREMENTS

More information

DEPARTMENT OF DEVELOPMENT SERVICES Development Services Center 215 W. Hickory Street Denton, Texas voice: (940)

DEPARTMENT OF DEVELOPMENT SERVICES Development Services Center 215 W. Hickory Street Denton, Texas voice: (940) Property Information: Project Name: Parcel(s) Tax ID# (Required): Project Address (Location): Total Acres: Previous Project Number (If Applicable): Existing Zoning: # of Existing Lots: # of Existing Units:

More information

Work Breakdown Structure Element Dictionary. Final Design

Work Breakdown Structure Element Dictionary. Final Design Initiation FD 4.1 Initiation encompasses deliverables associated with the development, implementation and control of the project s schedule, budget and scope. The lead office develops these project parameters

More information

The Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11

The Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11 Page 1 of 11 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the excavation of trenches (or excavation of tunnels); the supply and placing of bedding and backfill materials;

More information

CHECKLIST TO DESIGNATE AREAS OF EVALUATION FOR REQUESTS FOR PROPOSAL (RFP)

CHECKLIST TO DESIGNATE AREAS OF EVALUATION FOR REQUESTS FOR PROPOSAL (RFP) Michigan Department Of Transportation 5100B (05/13) CHECKLIST TO DESIGNATE AREAS OF EVALUATION FOR REQUESTS FOR PROPOSAL (RFP) Page 1 of 2 REQUISITION NUMBER DUE DATE TIME DUE MDOT PROJECT MANAGER JOB

More information

DEVELOPER S GUIDE FOR SUBDIVISON & INFRASTRUCTURE DESIGN REVIEW PROCESS

DEVELOPER S GUIDE FOR SUBDIVISON & INFRASTRUCTURE DESIGN REVIEW PROCESS DEVELOPER S GUIDE FOR SUBDIVISON & INFRASTRUCTURE DESIGN REVIEW PROCESS This guide is provided to assist engineers, architects, developers and developer s representatives with the City and related elements

More information

Exhibit A Mn/DOT Contract No

Exhibit A Mn/DOT Contract No SCOPE OF WORK AND DELIVERABLES Water Resources Engineering for US 52 and CSAH 24 Interchange in Cannon Falls S.P. 2506-52 PROJECT OVERVIEW The State, Goodhue County and City of Cannon Falls have determined

More information

REQUEST FOR PROPOSALS CENTRAL NEW YORK ECONOMIC DEVELOPMENT REAL ESTATE SITE PROFILE DATA BASE SYRACUSE, NEW YORK MARCH 25, 2013

REQUEST FOR PROPOSALS CENTRAL NEW YORK ECONOMIC DEVELOPMENT REAL ESTATE SITE PROFILE DATA BASE SYRACUSE, NEW YORK MARCH 25, 2013 REQUEST FOR PROPOSALS CENTRAL NEW YORK ECONOMIC DEVELOPMENT REAL ESTATE SITE PROFILE DATA BASE SYRACUSE, NEW YORK MARCH 25, 2013 CENTRAL NEW YORK REGIONAL PLANNING AND DEVELOPMENT BOARD 126 NORTH SALINA

More information

Sample DEQ Plan Submitter s Checklist for Stormwater Management Plans

Sample DEQ Plan Submitter s Checklist for Stormwater Management Plans APPENDIX IV Version: February 2, 2015 Sample DEQ Plan Submitter s Checklist for Stormwater Management Plans Please fill in all blanks and please reference the plan sheets/pages where the information may

More information

Request for Qualifications

Request for Qualifications Request for Qualifications Consultant Selection for Assistance with U.S. EPA Brownfields Cleanup Grant for the Jefferson County Economic & Industrial Development Authority BROWNFIELDS PROJECT Former Trinity

More information

Local Road Assessment and Improvement Drainage Manual

Local Road Assessment and Improvement Drainage Manual Local Road Assessment and Improvement Drainage Manual Donald Walker, T.I.C. Director, author Lynn Entine, Entine & Associates, editor Susan Kummer, Artifax, design Transportation Information Center University

More information

8 GEOTECHNICAL. 8.2 Administrative Requirements Standards

8 GEOTECHNICAL. 8.2 Administrative Requirements Standards 8 GEOTECHNICAL 8.1 General The Design-Builder shall perform all Work necessary to meet the requirements of subsurface exploration, geotechnical analysis, design, and construction in accordance with the

More information

SECTION RIPRAP, BOULDERS, SOIL RIPRAP, VOID-FILLED RIPRAP AND BEDDING. 1. Section , Temporary Environmental Controls

SECTION RIPRAP, BOULDERS, SOIL RIPRAP, VOID-FILLED RIPRAP AND BEDDING. 1. Section , Temporary Environmental Controls SECTION 31 37 00 RIPRAP, BOULDERS, SOIL RIPRAP, VOID-FILLED RIPRAP AND BEDDING PART 1 GENERAL 1.01 SECTION INCLUDES A. The WORK includes excavation, grading, and installation of riprap, boulders, soil

More information

Warren County Erosion & Sediment Control Plan Review Checklist

Warren County Erosion & Sediment Control Plan Review Checklist Warren County Erosion & Sediment Control Plan Review Checklist PROJECT: NARRATIVE: 1. Project Description: Describe the nature and purpose of the land disturbing activity and the amount of area that is

More information

SANITARY SEWER SERVICE CONNECTION INSTRUCTIONS

SANITARY SEWER SERVICE CONNECTION INSTRUCTIONS 1 SANITARY SEWER SERVICE CONNECTION INSTRUCTIONS TABLE OF CONTENTS I. Introduction II. General Information and Requirements A. Applying for Sewer connection B. Excavation C. Cutting Concrete and Asphalt

More information

Current Version: September 26, 2012 Previous Versions: 02/24/10, 03/26/08, 03/09/04, 02/17/00 and 05/16/97 Item No. 509S Excavation Safety Systems

Current Version: September 26, 2012 Previous Versions: 02/24/10, 03/26/08, 03/09/04, 02/17/00 and 05/16/97 Item No. 509S Excavation Safety Systems Item No. 509S Excavation Safety Systems 509S.1 Description This item shall govern the designing, furnishing, installing, maintaining and removing or abandoning of temporary Excavation Safety Systems consisting

More information

EARTHWORKS COMPLETION REPORT ELLEN STIRLING PARADE, ELLENBROOK. Ellenbrook, W.A. Georgiou Group Pty Ltd

EARTHWORKS COMPLETION REPORT ELLEN STIRLING PARADE, ELLENBROOK. Ellenbrook, W.A. Georgiou Group Pty Ltd EARTHWORKS COMPLETION REPORT ELLEN STIRLING PARADE, ELLENBROOK Ellenbrook, W.A. Georgiou Group Pty Ltd GEOTPERT08050AZ-AH 27 March 2013 EARTHWORKS COMPLETION REPORT ELLEN STIRLING PARADE, ELLENBROOK Ellenbrook,

More information

Construction Management Program

Construction Management Program Use and Limitation: The Sponsor may use this document as a guide in preparing a construction management program for their specific project. Sponsors and Consultants are cautioned that the provision of

More information

Construction Specifications for Keyhole Pavement Coring and Reinstatement

Construction Specifications for Keyhole Pavement Coring and Reinstatement F I N A L Construction Specifications for Keyhole Pavement Coring and Reinstatement Gas Technology Institute 1700 S. Mount Prospect Rd. Des Plaines, Illinois 60018 www.gastechnology.org Version 13 October

More information

Amendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation by Tunnelling

Amendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation by Tunnelling Engineering and Construction Services Division Standard Specifications for Sewers and Watermains TS 415 April 2013 Amendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation

More information

Anirudhan I.V. Geotechnical Solutions, Chennai

Anirudhan I.V. Geotechnical Solutions, Chennai Anirudhan I.V. Geotechnical Solutions, Chennai Often inadequate In some cases, excess In some cases, disoriented Bad investigation Once in a while good ones Depends on one type of investigation, often

More information

2012 Road School. Dynamic Cone Penetrometer (DCP) Nayyar Siddiki, M.S., P.E. Office of Geotechnical Services

2012 Road School. Dynamic Cone Penetrometer (DCP) Nayyar Siddiki, M.S., P.E. Office of Geotechnical Services 2012 Road School Dynamic Cone Penetrometer (DCP) Nayyar Siddiki, M.S., P.E. Office of Geotechnical Services Outline Current Earth Work Specifications INDOT Quality Control (QC) issues Uniform Compaction

More information

CHAPTER 7: SUBDIVISION CONSTRUCTION, INSPECTION AND BONDING. 7.05 Subdivision Improvement Performance Bond Requirements

CHAPTER 7: SUBDIVISION CONSTRUCTION, INSPECTION AND BONDING. 7.05 Subdivision Improvement Performance Bond Requirements CHAPTER 7: SUBDIVISION CONSTRUCTION, INSPECTION AND BONDING 7.00 Construction 7.01 Inspection and Testing of Improvements 7.02 Approval of Improvements 7.03 City Engineer s Acceptance of All Improvements

More information

DIRECTIONAL DRILLING

DIRECTIONAL DRILLING DIRECTIONAL DRILLING 1. General. Installation of pipelines through the levee embankment using directional drilling technology is prohibited. Installation of pipelines through a flood control project foundation

More information

SECTION VALVE BOXES AND METER VAULTS

SECTION VALVE BOXES AND METER VAULTS SECTION 03 48 20 VALVE BOXES AND METER VAULTS PART 1: GENERAL 1.01 SECTION INCLUDES A. Valve boxes for water and cleanout boxes for wastewater service. B. Meter boxes for water service. C. Meter vaults

More information

Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1

Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1 6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT

More information

1 Mobilisation and demobilisation 1 Deep boring sum 2 Cone penetration tests sum 3 Miscellenous tests sum

1 Mobilisation and demobilisation 1 Deep boring sum 2 Cone penetration tests sum 3 Miscellenous tests sum Malaysian Civil Engineering Standard Method of Measurement (MyCESMM) CLASS D: SITE INVESTIGATION WORK Measurement covered under other classes: Excavation not carried out for the purpose of soil investigation

More information