Work Type Definition and Submittal Requirements Work Type: Subsurface Utility Engineering (SUE)

Similar documents
Work Type Definition and Submittal Requirements 14.6 Signing Plan Design & Special Provisions. Work Type Definition

SECTION DEWATERING TANKAGE PART 1 - GENERAL 1.1 RELATED DOCUMENTS

A. Dewatering observation wells are part of dewatering allowance.

For crossing under a railroad, contact the specific railroad company's engineering department.

SECTION DEWATERING PART 1 - GENERAL 1.1 RELATED DOCUMENTS

SURVEYING THE UNDERGROUND

CITY OF LA MARQUE CHAPTER GRAPHIC REQUIREMENTS CONSTRUCTION PLAN AND MISCELLANEOUS REQUIREMENTS

SANITARY SEWER SYSTEM ADMINISTRATIVE STANDARDS A.1 SANITARY SEWER SYSTEM PLAN SUBMITTAL PROCEDURES AND GENERAL REQUIREMENTS

STATE UNIVERSITY CONSTRUCTION FUND

CITY OF LOMPOC DEVELOPMENT ASSISTANCE BROCHURE ENCROACHMENT PERMITS AND PUBLIC IMPROVEMENT PLANS

1. Land survey Work. 2. Civil and Structural engineering services.

SURVEYING THE UNDERGROUND

Plan Preparation Checklist

9 LAND SURVEYING. 9.1 General. 9.2 Administrative Requirements Standards Meetings Survey Data Provided to the Design-Builder

CHAPTER 14: TRAFFIC SIGNAL STANDARDS Introduction and Goals Administration Standards Standard Attachments 14.

SECTION 2 GENERAL REQUIREMENTS

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST

State College Area School District

Washington County Road Engineering Plan Submittal/Review Checklist

MnDOT Contract Exhibit A - Scope of Services

REQUEST FOR PROPOSAL

Detail Design for State Project

Detail Design For Pavement Rehabilitation on Trunk Highway 14 From Tracy to Revere

SECTION 3 IMPROVEMENT PLAN REQUIREMENTS

BRASELTON WATER AND WASTEWATER DEPARTMENT CONSTRUCTION PLAN REVIEW CHECKLIST May 2006

MnDOT Contract Exhibit A- Scope of Services. Project Information -

A. Action Submittals: Written and graphic information that requires Engineer's responsive action.

ELECTRIC DRAFTING TECHNICIAN I ELECTRIC DRAFTING TECHNICIAN II

TCC/SHORE TRANSIT BUS MAINTENANCE FACILITY - PHASE II

UNION COUNTY VOCATIONAL-TECHNICAL SCHOOLS West Hall Addition Project Raritan Road, Scotch Plains, NJ

PART XII: TOPOGRAPHIC SURVEYS

CONSULTANT ACCREDITATION SCHEME SEWER DESIGN

UCCS University Hall Fire Sprinkler System Upgrade March 1, 2011 RTA SECTION SUBMITTAL PROCEDURES PART 1 - GENERAL

KC Water Rules and Regulations For Water Main Extensions and Relocations

Subdivision Application Checklist

NORTHWESTERN UNIVERSITY PROJECT NAME JOB # ISSUED: 03/29/2017

CHAPTER 11 PRELIMINARY SITE PLAN APPROVAL PROCESS

SECTION SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS

A. Action Submittals: Written and graphic information that requires Architect's responsive action.

List of Figures. List of Forms

Guidelines and Checklist For SAWS Sanitary Sewer. Developmental Engineering Division

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST

CHECKLIST PRELIMINARY SUBDIVISION AND PRELIMINARY SITE PLAN

SECTION SUBMITTAL PROCEDURES

Grease Interceptor Design Checklist

B-PERMIT PLAN CHECK MANUAL

.2 Accompany all submissions with a transmittal letter, in duplicate, containing:.4 Specification Section number for each submittal

OAK RUN BUILDING PERMIT

LOWNDES COUNTY ENGINEERING PLAN REVIEW CHECKLIST. Design Professional: Phone: Developer: Phone: 2 nd Submittal (No Fee)

SECTION SUBMITTAL PROCEDURES

SPECIFICATIONS FOR THE INSTALLATION OF CONDUIT SYSTEMS IN RESIDENTIAL SUBDIVISIONS. Notification of Completed Conduit Sections

Division 1 - General Requirements

MISSISSIPPI STATE UNIVERSITY Office of Planning Design and Construction Administration

ACSA PLAN REVIEW CHECKLIST (Guideline Only) (4) Standard water and sewer general plan notes (attached).

JEFFERSON LAB TECHNICAL ENGINEERING & DEVELOPMENT FACILITY (TEDF ONE) Newport News, Virginia

CITY OF TUMWATER 555 ISRAEL RD. SW, TUMWATER, WA (360)

WILTON MANORS, Island City 2020 WILTON DRIVE, WILTON MANORS, FLORIDA 33305

I. REQUEST: The undersigned petition the Village of Matteson, Illinois to approve the application(s) submitted.

SECTION 100 PRELIMINARY CONSIDERATIONS & INSTRUCTIONS

Minimum Drawing & Electronic Submittal Requirements For Record Drawings /As-Builts

MINIMUM DRAWING REQUIREMENTS FOR WATER AND SEWER LINE PROJECTS

CHAPTER 11 SURVEY CADD

Suggested Traffic Signal Design Procedures Indefinite Delivery (ID) Contract Locations and Conventional Signal Contract Locations

Survey Data and TOPO Checklist

SECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts.

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

Automated Machine Guidance

CHAPTER 2C - PRELIMINARY DESIGN. General... 2C-1. Review of Work Load... 2C-2 Establishing Priorities... 2C-2

SECTION CLOSEOUT SUBMITTALS SECTION CLOSEOUT SUBMITTALS

SITE PLAN REVIEW GUIDELINES Rev. 2016

Update: July 20, 2012

East Central College

PRELIMINARY PLAT CHECK LIST

Plan Submittal and Review Checklist

Public Works City of Lebanon, Tennessee; Department of Public Works

Section 101. Street Design

Lincoln County Public Works Water and Sewer Submittal Application

Minor Site Plan Application and Checklist Land Disturbing Activities

SECTION CHAIN LINK FENCING AND GATES AND SOFTBALL BACKSTOP

CITY OF RICHMOND SUBDIVISION PLAT AND PUBLIC INFRASTRUCTURE SUBMITTAL, REVIEW AND APPROVAL PROCEDURES

Suveying Lectures for CE 498

REQUIREMENTS. for ENGINEERING SERVICES PUBLIC CONSTRUCTION PROJECTS

Anne Arundel County Dept. of Inspections and Permits Storm Drain Checklist

NEVADA DEPARTMENT OF TRANSPORTATION Addendum 3 to RFP July 28, 2017

SECTION OPERATION AND MAINTENANCE DATA

SECTION SITE SURVEYS

Subsurface Utility Engineering and 3D Utility Mapping

CHAPTER 11. Plan Standards

SECTION SUBMITTAL PROCEDURES

CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division STORM DRAIN IMPROVEMENT PLAN REVIEW CHECKLIST

Answer: Qualification statement should be provided with the bid.

SECTION 6A ROADWAY PLAN PREPARATION

SECTION III SUBMITTALS AND APPROVALS

Chapter 13 Plan Submittals

Customer Requirements Commercial Secondary Service

A. This section specifies procedural requirements for Shop Drawings, product data, samples, and other miscellaneous Work-related submittals.

Sewer Line Extension Permit Design Checklist

CITY OF MUSKEGO DRAFTING STANDARDS

.1 Applicability: These criteria shall be applied as follows:

Construction Phase Project Management and Documentation

Transcription:

MUST be qualified under Minnesota Department of Transportation Prequalification Program - Work Type 15.1 Subsurface Utility Engineering 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. I. Description Subsurface Utility Engineering (SUE) is the engineering process that accurately and comprehensively identifies, characterizes, and maps underground utility facilities needed for highway plans. Its major activities include designating, locating, and data management. These activities, when combined with traditional record research, coordination with utility owners, and site surveys, provide high quality utility information for use during project development and design. A. Project coordination: 1. Work closely with Hennepin County to facilitate the orderly progress and timely completion of the project; 2. Attend an initial meeting and an onsite inspection to ensure familiarity with existing conditions and project requirements; 3. Develop a work plan that includes a description of the tasks to be performed and a proposed schedule of activities; 4. Meet with Hennepin County periodically to coordinate the work effort, discuss progress, and resolve problems; 5. Provide Hennepin County with copies of diaries and correspondence that document work-related communications between the consultant, utility owners, outside agencies, and/or private landowners; 6. Obtain all necessary permits and rights of entry from Hennepin County local jurisdictions, and/or private landowners; 7. Provide all maintenance and traffic control to perform the work. Traffic control devices are furnished and installed according to the current Field Manual for Temporary Traffic Control Zone Layouts (MN MUTCD); 8. Provide all necessary equipment, supplies, and support personnel, including surveying capability; and 9. Advise Hennepin County of utility risks and recommend an appropriate quality level of utility data for a given project area at the appropriate time within the appropriate project planning and design process. Hennepin County will then specify the desired quality level of utility data to the Consultant. March 22, 2016 Version Page 1 of 7

B. Designating: 1. Designate, record, and mark the appropriate horizontal location of existing underground utilities and their major laterals to existing buildings (quality level B described in the publication ASCE Standard CI/ASCE 38-02); 2. Separately submit all quality level B utility designating data to Hennepin County in digital format compatible with Hennepin County s CADD system; and C. Locating: 1. Review plans and recommend areas to Hennepin County that require locating test hole sites within the project limits; 2. Recommend changes to Hennepin County s location plan based on SUE best practices and obtain utility company records as required; 3. Obtain all necessary permits and rights of entry from Hennepin County, local jurisdictions, and/or private landowners; 4. Neatly cut and remove the existing pavement or surface, with a maximum cut area of 225 square inches unless unusual circumstances exist; 5. Excavate test holes to expose the utility in a manner that insures the safety of excavation and prevents any damage to the utility; 6. Comply with all applicable utility damage prevention laws and coordinate with the utility inspectors as required; 7. Investigate, evaluate, measure, and record all utility data ascertainable from each test hole site; 8. Be responsible for any damage to the utility during excavation; 9. Stop work and notify appropriate agencies in the event of utility damage; 10. Backfill the excavation with the appropriate material around the utility structure and compact, in lifts, with appropriate devices; 11. Permanently restore the pavement or any other area within the limits of the original cut at the time of backfill to equal or better condition than it was before excavation; 12. Furnish, install and color code a permanent above-the-ground marker directly above the centerline of the structure and record the elevation of the marker; 13. Completely clean up the work site to equal or better condition than it was before excavation; 14. Tie all vertical elevations to a minimum of two checked benchmarks; 15. Return utility locating information (quality level A described in the publication ASCE Standard CI/ASCE 38-02) to Hennepin County in a digital format compatible with Hennepin County s CADD system that includes the following information: a. Elevation of the top and/or bottom of the utility tied to datum of i. the furnished plan; b. Elevation of the existing grade over the utility at the test hole; c. Horizontal location referenced to the project coordinate datum after performing all required survey work; March 22, 2016 Version Page 2 of 7

d. Outside diameter of the pipe or width of the duct banks and configuration on the non-encased multi-conduit systems; e. Utility structure material compositions and conditions; f. Pavement thickness and type, where applicable; g. Identification of benchmarks used to determine elevations; h. Elevation with an accuracy of +/- 0.05 feet; and D. Data Management: 1. Assemble and present designating and locating information in a format compatible with Hennepin County s CADD standards; 2. Obtain and record field information in field books and draft onto plan sheets in electronic format using the current MicroStation and INROADS that Hennepin County uses under the supervision of a Minnesota Licensed Professional Engineer. E. Levels of Work The SUE provider must be able to complete the following levels of subsurface utility engineering based on the ASCE Standard CI/ASCE 38-02: 1. Level B involves the use of surface geophysical techniques to determine the existence and horizontal position of underground utilities; 2. Level A involves the use of nondestructive digging equipment at critical points to determine the precise horizontal and vertical position of underground utilities, as well as the type, size, condition, material, and other characteristics. II. III. Standards and Specifications Standards and specifications required for a project under this work type may include the following: A. ASCE Standard CI/ASCE 38-02. Provided By Hennepin County Information to be supplied by Hennepin County for a project may include the following: A. Highway information showing the project limits, alignment, profile, benchmark data, drainage, coordinate data, CADD files, and any other applicable information; B. A preliminary list of utilities or agency contact persons within the project limits; C. Any quality level D and C information that others have previously acquired; D. Input and approval of all test hole locations; and E. A letter of introduction. March 22, 2016 Version Page 3 of 7

IV. Provided by Consultant Deliverables to be supplied by the consultant for a project may include the following: A. Complete and accurate set(s) of electronic location information plans for all utilities within the specified area. Outputs may include some or all of the following: 1. Utility location plans, produced using Hennepin County s CADD standards 2. Electronic reports and location (database) information; and 3. Test hole information on a certification form. B. The Deliverables must meet the form and content requirements listed for SUE based on ASCE Standard CI/ASCE 38-02 The balance of this page is intentionally left blank. March 22, 2016 Version Page 4 of 7

Submittal Requirements NOTE: A consultant firm becomes pre-qualified based on the qualifications of the personnel that are employed by the firm and by meeting the demonstrated equipment and CADD requirements. Key Personnel Requirements 2 professional and technical support staff as indicated below: 1 project engineer that is a Minnesota Licensed Professional Civil Engineer with at least 3 years of SUE experience to be directly involved in the development of the contract deliverable documents; and Minimum number of Key Personnel: 1 surveyor that is experienced in surveying the utility features and is a Minnesota Licensed Land Surveyor to perform the required survey work OR will have to hire and manage an approved sub-consultant from the Design/Location Surveys work type under the Pre-Qualification Program to survey the utility features. 3 field staff to complete the project in the given time frame; Note: the following duties may be done by the 2 professional staff but if there is a larger project there may need to be a separate person to do these functions: 1) one project manager who is experienced in managing multiple subsurface utility engineering projects to manage all aspects of the work; and 2) one quality manager that is knowledgeable of the ASCE Standard Guideline for Collecting and Depicting Existing Subsurface Utility Data (CI/ASCE 38-02). MUST be qualified under Minnesota Department of Transportation Prequalification Program - Work Type 15.1 Subsurface Utility Engineering Proof of Professional Certification/Licensure (Submit in PDF format) There must be a minimum of one professional that is Minnesota Board Licensed Civil Engineer. One professional that is a Minnesota Licensed Land Surveyor; OR indicate that you will be using an approved firm from the (Design/Location Surveys) work type under the Pre-Qualification Program. Documentation Requirements I. Project Experience Submit PDF of Form PQ1 Complete Parts, 1 and 2 of form PQ1 Part 1: Fill out general information and names of personnel, including other professional and technical support personnel. Fill out for each person listed in Part 1. Provide all SUE projects, including the scope of SUE work performed, during the last 3 years. Part 2: Example Projects listed must correlate to those described below in Example Project Requirements March 22, 2016 Version Page 5 of 7

II. Example Projects Requirements Submit PDF of Form PQ2 III. Supplemental Information Provide a description or submit a project cut-sheet as examples of at least one project example from the last 3 years that includes the following: Test Hole Sheets; Sample deliverables showing designated utilities, and Utility composite clearly identifying utilities at quality levels A, B, C and/or D. Provide a list of equipment owned or rented: Magnetic, elastic wave, and other geophysical designating equipment; Vacuum excavation or comparable nondestructive locating equipment; Surveying and data recording equipment; and Software systems compatible with Hennepin County s CADD system. Provide documentation that the responding firm has protection for any contracting agency against errors and omissions of data collection, interpretation, and management. March 22, 2016 Version Page 6 of 7

Submittal Instructions Each Work Type Submittal must include the following individual items submitted in the following order as a single PDF: File name: FIRMNAME_Subsurface Utility Engineering SUE 1. Cover Letter 2. Form PQ1- Project Experience 3. Form PQ2 Project Description (or allowable equivalent) 4. Form PQ3 Supplemental Information (if required) Email the completed package to pwbiz@hennepin.us NOTE: A separate Submittal is required for EACH Work Type. March 22, 2016 Version Page 7 of 7