SCOPE OF WORK AND DELIVERABLES T.H.

Exhibit A SCOPE OF WORK AND DELIVERABLES T.H. s 27, 73 and 289 in Moose Lake S.P. 8821-200 PROJECT OVERVIEW The project is located in Moose Lake, Carlton County s on TH 27, 73, and 289. TH 27 RP 245.044 (W. Limit Moose Lake) to 247.371 (Jct. E. Ramps TH 35); TH 27 in the project area from the west limit of Moose Lake to the junction of TH 27/TH 73 is a minor arterial with 2012 traffic counts of 3850 AADT (210 HCAADT). TH 27 from the junction of TH 27/TH 73 to the junction of the east ramps on TH 35 is a major collector with 2012 traffic counts ranging from 4500 to 1750 AADT (80 HCAADT). TH 27 is a two lane urban design from RP 245.044 to approximately RP 245.894. There is a mix of sidewalk on the Southside and then on both sides of the highway. From approximately RP 245.894 to the junction of the E. Ramps of TH 35, the highway is an undivided rural design two lane with paved shoulders. TH 73 RP 0 (Jct. E. Ramps TH 35) to 2.289 (E. Jct. TH 27); TH 73 in the project area from the Jct. E. Ramps of TH 35 to approximately RP 1.7 is a two lane undivided rural design section. From approximately RP 1.7 to the junction of TH 27/TH 73, TH 73 is an urban section that has sidewalk on both sides of TH 73 and has numerous commercial entrances. TH 73 is a minor arterial with 2012 traffic counts ranging from 5200 to 10100 AADT (285 to 560 HCAADT). TH 289 RP 0 (Jct. TH 73) to 0.512 (End TH 289) TH 289 in the project area is a two lane undivided rural design section with gravel shoulders from the junction of TH 73 to the junction of South Lakeshore Dr. (RP 0.111). From the junction of South Lakeshore Dr. TH 289 crosses the main gate to the Correctional Facility Drive which is an urban section design. TH 289 is a local highway with 2012 traffic counts of 830 AADT (45 HCAADT). The proposed project consists of the following work: Mill and overlay on entire project and some pavement replacement as follows: o TH 27 R.P. 245.044 to R.P. 245.545 Pavement removal full width. Pave 4.5 full width o TH 27 R.P. 245.545 to R.P. 245.900 - Mill bituminous pavement full width down to existing concrete pavement. Concrete pavement is only 18 wide, outside of the existing concrete pavement and between C&G, full depth bituminous pavement removal. Pave 3.0 when not on concrete pavement (up to surface of existing concrete pavement), pave 3.0 full width. o TH 27 R.P. 245.900 to R.P. 247.371 - Pavement removal full width. Place 1.5 class 6 aggregate base. Pave 4.5 mainline. o TH 73 from 0.000 to 1.677-3 mill pavement mainline and turn lanes. Pave 3.0 fog seal the shoulder. o TH 73 from 1.677 to 2.245 - Pavement removal full width. Pave 6.0 full width o TH 289 from 0.000 to 0.512-3 mill pavement full width. Pave 3.0 New turn/bypass lanes on T.H. 73 Signal revisions at the T.H. 73/CSAH 61 intersection New traffic signal at T.H. 73/27 intersection Storm sewer replacement ADA improvements 1

Other work items will include the Design memo, surveys, preliminary and final hydraulic recommendations, Storm Water Pollution Prevention Plan (SWPPP), striping and traffic control plan. Contractor deliverables will include project management, utility coordination, detail design plans, special provisions, and construction cost estimates. Project letting date is March 24, 2017 and the other project elements will include City of Moose Lake utility improvements. Close coordination with the City of Moose Lake, the school district and the Moose Lake State prison will be required. 1.0 PROJECT MANAGEMENT (Source Code 1010) Project Management will include work necessary for the effective communication and coordination of the project to ensure the project tasks are completed on time, within budget, and in accordance with State and Federal laws, rules, and regulations. See Tasks 4.0 and 5.0 for additional meetings. 1.1 Project Management and Administration 1.1.1 Monthly Budget and Billing (Invoice and Status Report): Invoices will be accompanied by a cover letter explaining the general status of the project, including at a minimum the work completed to date, the anticipated remaining efforts and required schedule changes; progress report form. 1.1.2 Weekly Update to the State s Project Manager: On a weekly basis, the Contractor s Project Manager will update the State s Project Manager with a conference call with regards to the status of the project schedule, budget and general status/progress. 1.2 Work Plan and Schedule The Contractor s Project Manager will update and maintain a project schedule on a bi-weekly basis. The project schedule will be based upon the State s P6 Schedule. Schedule updates will be provided to the State s Project Manager. 1.3 Kick-off Meeting The Kick-off meeting will establish communications protocol and discuss the project schedule and will be held at the District Headquarters in Duluth. The Contractor will receive available existing information from the State. See other sections for additional meetings. 1.4 Quality Control Management A Contractor team member will be assigned the title of quality assurance/control manager and have the responsibility of reviewing submittals, prior to submittal, to ensure compliance with the MnDOT Quality Management Process (QMP). The basic format for quality certification will be checking, back checking, and verifying format in accordance with MnDOT s Design-Bid-Build Quality Management Process. Refer to http://www.dot.state.mn.us/design/qmp/index.html for further information. 1.5 Deliverables State s Deliverables: 1. Review and respond to submittals. 2

2. Coordinate internal reviews. 3. Provide copies of project correspondences and project information. 4. Attend meetings. 5. Approve deliverables. 6. Monitor quality control. 7. P6 schedule and updating. 8. Early Notification Memo 9. Approved Scoping Document 10. CATEX 1. Schedule and attend meetings. 2. Weekly update meeting or conference call with State s Project Manager. 3. Prepare meeting agendas and minutes. 4. Prepare and submit monthly progress and status reports. 5. Maintain project schedule, and provide updates to the State s Project Manager. 6. Provide timely copies of critical correspondences and project issue data. 7. Provide Quality Assurance / Quality Control on project deliverables and submit project QA/QC certification. 8. Submit electronic project files on CD at the project completion. 2.0 PROJECT DOCUMENTATION (Source Code 1071) Project Documentation will include all tasks necessary to prepare the project s Design Memo Contractor will prepare Design Memorandum following the format found in MnDOT s Highway Project Development Process at http://www.dot.state.mn.us/planning/hpdp/. 2.1 Deliverables 1. Draft Design memo for State s review. 2. Final Design Memo State s Deliverables: 1. Review and comment on design memo 3.0 SURVEYS (See work item for Source Code) Surveys will include field surveys for utilities, ADA improvements and hydraulics. The horizontal datum to use for this job will be NAD83 (2011) Carlton County coordinate zone. The vertical datum is NAVD88. 3.1 Utilities (Source Code 1021) Contractor will: 1. Make a Gopher State Boundary Limit One Call with project limits and set up a utility meeting on site 2. Crew chief will meet individual utility representatives on site and provide mapping to guide their utility location activity 3

3. Notify State of time and location of meet and provide documentation to State s Project Manager 4. Survey to locate utilities as marked by individual utility representatives. 5. Indicate utility ownership in electronic format 6. At pole locations, tie in guy wires/anchors, annotate or locate overhead wire type 7. Survey to locate control points (2 per one call location as directed by MnDOT) 3.2 Intersection Survey (Source Code 1018) Contractor will survey intersections identified for ADA to acquire high-density, surveygrade mapping data of each intersection. Contractor will create two-dimensional (2-D) planimetric mapping and a three-dimensional (3-D) digital terrain model (DTM) / triangulated irregular network (TIN) file of each. Accuracies will meet +/- 0.03 feet in a horizontal direction and +/- 0.03 feet in a vertical direction. A Level 3 curb ramp survey will be required. 3.2 Hydraulic Survey (Source Code 1018) Contractor will survey all inlet and outlet information and invert elevations of all drainage structures in the project limits. 3.3 Traffic Control for Contractor Field Work Traffic control will be required will whenever working on the roadway or shoulders or parking on the shoulders. All traffic control will be in accordance with the Minnesota Manual on Uniform Traffic Control Devices including the Field Manual. All traffic control will be the responsibility of the Contractor to determine when traffic control is necessary, and to carry out the traffic control measures. The Contractor will furnish all necessary traffic control devices to ensure safety of the traveling public. Lane closures will not be allowed on Friday after 12:00 noon or on weekends. 3.4 Deliverables Contractor Deliverables: 1. Ascii files, as described detailed below, delivered electronically in MnDOT format using linework and comments: a. MnDOT format: Point#, Y, X, Z, Lcode/Pcode Description 2. Raw data files, as described detailed, delivered electronically 3. Microstation CADD file of located utilities. 4. Coordinates will be in the specified county coordinate system. 5. Copies of any field notes. 6. File names will begin with a suffix as indicated 7. One Call tickets 8. Data will be provided in files of manageable size. 9. 2-D 1 =100 planimetric file in MicroStation (DGN) format. 10. All traffic control necessary for safe and efficient field operations 4

State Deliverables: 1. Provide a list of existing control points along the corridor. 2. Digital ortho mapping of the project 3. DTM of the project 4.0 UTILITY COORDINATION (Source Code 1195) Utility coordination will include tasks necessary to be in compliance with MnDOT s 2013 Utilities Manual and applicable State Statutes. This includes but is not limited to Gopher State-One Call contacts and preparing and distributing letters and plans, meetings and individual utility contacts. 4.1 Step 1: Perform Gopher State One Call, receive utility data and survey data. Conduct field reviews if necessary. 4.2 Step 2: Prepare preliminary utility plans and tabulations showing inplace public and private utilities located within the proposed construction limits. Follow QC checks on utility file. The preliminary utility plans and tabulations will include the following: List of utility owners within the project. Plan view of inplace utilities showing location, size and type of facility (if known). Distinction between overhead and buried utility lines. Voltage of power lines greater than 15 kv. Tabulation of inplace utilities showing the location (indicated by station and offset from the roadway alignment used in the final construction plan), the utility facility owner, and the size and type of facility in the project area. 4.3 Step 3: Upon completion of the construction limits, submit a Utility Coordination Letter to each utility company of discovered utilities two to three (2-3) weeks prior to Utility Information Meeting; attached will be 20-45% plan set. Follow QC checks on letter and attached materials. Required plan sheets are listed below. Gather potential easement information from utility owners. Utility plans and tabulations should be back-checked. Utility Plan sheets will include the following: Title sheet General layout Typical sections Preliminary utility tabulations Topography, construction plans, and removal plans showing preliminary construction limits and existing utility facilities 4.4 Step 4: Arrange and conduct a preliminary Utility Information Meeting for the purpose of informing utility owners about the project. Participants review and discuss the utility information plans. Distribute meeting minutes to all participants. 4.5 Step 5: Revise utility plans and tabulations based upon comments from the State and utility owners: Indicate the effect in the tabulation for each utility identified (leave as, adjust, relocate, or remove) based on project construction limits, grading changes, and project utility information. 5

4.6 Step 6: Submit a Utility Design Letter to each utility company of discovered utilities two to three (2-3) weeks prior to the Utility Design Meeting. Follow QC checks on let and attached materials. Include information to utility owners regarding project changes and major updates to utility information. Utility tabulations and plans (if major changes) will be backchecked. Utility plan sheets will include the following: Title sheet General layout Typical sections Updated utility tabulations with potential conflicts identified. Topography, construction plans, and removal plans showing construction limits and existing utility facilities Intersection details 4.7 Step 7: Arrange and conduct a Utility Design Meeting focusing on finding solutions to utility conflicts. MnDOT Utility Agreements and Permits Unit and the Construction Group should be involved. Meeting occurs at 60-75% construction plans. Distribute meeting minutes to all participants. 4.8 Step 8: Request utility owners to submit detailed plans, schedules and estimates using Request for Relocation Letter. Utilities are to submit relocation plans using the Red/Green/Brown Marking system. Red marks indicate facilities to be removed or put out of service; Green marked facilities will remain in place; and, Brown marks indicate proposed facilities. This step may require additional follow-up if utility owners are unresponsive/unfamiliar with the MnDOT process, or the project is very complicated. 4.9 Step 9: Arrange and conduct Utility Design Meetings to review major changes to the plan that affect the utilities. 4.10 Step 10: Conduct 90-Day GSOC prior to letting. Submit a Utility Verification and Information Letter to each identified utility owner, no more than 90 days prior to the submission of final plans to MnDOT Central Office, along with a final plan consisting of a title sheet, construction plan sheets, profiles, construction staging, utility tabulations, in place utility plan sheets, and cross sections. One copy will also be submitted to the State s Utility Agreements Office. Responses from utility companies will be copies to the State s Project Manager and the Utility Agreements Office. 4.11 Step 11: Review utility relocation plans and schedule to ensure they address all project conflicts and meet Utility Accommodation Policy. Coordinate review with construction. Assist permitting office with utility agreements and reimbursement. This will be the State s Utility Agreements and Permits Unit. 4.12 Step 12: Add proposed utility relocation locations to plans, profiles and cross sections for any proposed relocation information if the information is furnished prior to completion of the plans. Final QC check on utility plans and tabulations. 4.13 Add utility special provisions to the contract that will require mutual coordination between the utility owner and the Contractor including utility contact information. 6

4.14 Deliverables State s Deliverables: 1. Utility permitting process. 2. Send out notice and orders to utility companies (steps 13 and 14). 3. Available existing utility information. 4. Single set of consolidate plan comments 1. Gophers State One call documentation. 2. Coordination Letters and attachments. 3. Utility Plans and Tabulations. 4. Utility Coordination Meeting agendas, materials and minutes. 5. Phone log documentation. 6. Project Manager utility certification. 7. Meeting minutes 5.0 DETAIL DESIGN PLANS (SOURCE CODE 1250) 5.1 Construction Plans The Construction Plan set will consist of, but is not limited to, the following sheets, and not necessarily in the order listed below: a) Title Sheet Contains the location map, signature block, sheet index, project data, station equations, traffic data, and station-reference point comparison. b) General Layout (1 = 200 Ft) A layout of the project showing the plan sheet layout and sheet numbers for reference. c) Statement of Estimated Quantities (SEQ) Tabulation showing MnDOT s standard pay item numbers, item descriptions, and quantity of materials needed to complete the project. Columns will exist for referencing the individual item s tabulation. Notes will be included where necessary for clarification. The SEQ will require separation of quantities by funding source type. Contractor will ensure that pay items are consistent with the State s Trns*port pay item list. d) Soils and Construction Notes and Standard Plates Notes covering special requirements and critical information contained in the Materials Design Recommendation will be listed as well as any other special construction requirements and District-provided notes that have been identified. MnDOT Standard Plates used on this project will also be listed on this sheet. e) Typical Sections Typical sectional views of the existing and proposed roadway will be shown for the length of the project. The sections will be consistent with the Materials Design Recommendation and the CATEX. Surface type will be shown. f) Quantity Charts (Tabulations) Detailed quantity breakdown by station or station range of most items contained in the Statement of Estimate Quantities (SEQ). Tabulations will separate or note different funding sources. 7

g) Public Utility Tabulations Detailed breakdown of existing utilities located within the project limits. This tabulation is required to have the following columns: Station, Location, Inplace Facility Description, Owner, Remarks, and Adjust, Relocate, or Leave As Is. h) Miscellaneous Details Any details necessary for the construction of unique or non-standard elements identified during detail design. i) Standard Plan Sheets MnDOT Standard Plan Sheets will be included as needed to supplement the construction details in the plan. The State will provide electronic copies of any District-Modified Standard Plan Sheets j) ADA Details a. The person who is responsible for leading the curb ramp, sidewalk and driveway design for the project must have attended MnDOT s Consultant ADA Training or have comparable experience approved by the State s Project Manager and must be directly involved with the design of the project. b. Prior to starting any ADA design, designer will conduct a field walk with State Project Manager and District Signal Supervisor. This field walk should be combined with the project kick off meeting. c. The designer will need to produce Level 2 detailed 1:20 scale intersection designs at all intersections. The designer will utilize sample plans from MnDOT s ADA design and construction tools website as a template for this design work. This intersection detail will show all surface utilities including signal poles, pedestal poles, cabinets, handholes, manholes and push button stations, in addition to the pedestrian facility work occurring at the intersection. d. For signalized intersections, the curb ramp designer will coordinate with the signal designer to determine appropriate locations for pedestrian crosswalks. The X,Y coordinates of the points where the proposed crosswalks intersect curb lines must be provided in the plan. See Section 4.0 for signal plans. e. All pay items including utility adjustments will be tabulated by quadrant and if radial domes are intended to be used at a quadrant the radius will be given in addition to quantity. Follow pay item guidance provided in MnDOT s ADA Project Design Guide when determining which pay items to use on the project. k) Road Connection and Entrance Details Detailed plan layouts and charts showing grades, radii, widths, cross slope and construction details. l) Construction Plan Sheets Detailed plans of the project providing information on the location of items such as roadways, shoulders, radii, turn lanes, acceleration lanes, driveways, curb and gutter, accessible sidewalks and curb ramps, tapers, right-of-way, railroad property, easements, obliterations, station equations, fencing, etc. 8

m) Removal Sheets Detailed plans of the project providing information on the location of removal of pavement, sidewalk, drainage, etc. n) Drainage and Erosion Control / SWPPP Plans see Task 9.0 o) Traffic Control Plan see Task 7.0 p) Traffic Control Signal Plan see Task 6.0 q) Striping Plan see Task 8.0 r) Cross-Section Sheets Cross-Section Sheets as needed for turn lanes, culverts and profile grade correction areas. Prepare cross-sections as needed to show drainage and special features. Cross sections will include existing ground line, proposed roadway template, grading grade, existing and proposed utilities, existing and proposed culverts, existing and proposed right-of-way, temporary easements, entrance slopes, subgrade corrections, unsuitable soil removal, rock lines and topsoil placement. 5.2 Plan Format The format of the Road/Construction Plans will comply with the State s current design concepts and practices. Sheets contained in the Road/Construction Plans and cross-sections will be submitted to MnDOT in MicroStation Version 8i or other version as approved by the State Project Manager. The Plan will be in compliance with the MnDOT CADD Standards Manual. Electronic Project design information will be in MicroStation and Geopak format. Upon completion of this Project or Termination of this contract, the electronic project files become the property of the State of Minnesota, Department of Transportation and will be submitted on a CD-ROM or portable USB device. Plans submitted for reviews will be delivered on 11 x17 bond sheets. The final design plan shall be submitted on 11 x17 bond and only the title sheets will be on an 11 x 17 sheet of vellum. Plan review meetings will be held at the MnDOT District One Offices in Duluth at the 60% and 90% plan reviews. 5.3 Plan Review and Approval The Road/Construction Plan will be submitted for review and approval at the following stages of development: a) Construction Limits Design (30% Complete) Contractor will produce construction limits for the project showing proposed new right of way required for all project elements including ADA and drainage improvements.changes to State provided preliminary construction limits will need to be reviewed for revisions to wetland impact areas. If any revisions to the wetland impact areas are determined, Contractor will submit sheets to the State detailing the changes. 9

Prior to submittal of the construction limits, the Contractor will perform enhanced internal quality control review process (QA/QC review) of design components, including a Discipline Coordination Review meeting. Scan and electronically file documentation of quality control checks and resolutions. The State s District staff will complete review and comment on this submittal within 10 working days of the submittal date. The State will provide a single set of consolidated comments. If necessary, Contractor will revise and re-submit corrected construction limits. b) Intermediate Design (60% Complete) The Contractor will submit six (6) sets of prints showing existing topography and utility plans, roadway plan sheets, drainage plans, typical sections, pavement marking and preliminary utility relocations. Prior to submittal of the 60% plan, the Contractor will perform enhanced internal quality control review process (QA/QC review) of design components, including a Discipline Coordination Review meeting. Scan and electronically file documentation of quality control checks and resolutions. The State s District staff will complete review and comment on this submittal within 10 working days of the submittal date. The State will provide a single set of consolidated comments. Resolved comments will be incorporated into the 90% plan submittal. Consultant will meet with State Project Manager and staff in the Duluth office to review the 60% comments. No more than 2 consultant staff will attend the meeting. c) Final Design (90% Complete) The Contractor will submit six (6) sets of prints of the proposed Final Design Plans for State s Review and Comment. The 90% submittal by the Contractor is what the Contractor would consider final biddable plans. Selected sheets will be sent to Central Office for preparation of any necessary Agreements. Prior to submittal of the 90% plan, the Contractor will perform enhanced internal quality control review process (QA/QC review) of design components, including a Discipline Coordination Review meeting. Scan and electronically file documentation of quality control checks and resolutions. The State s District staff will complete review and comment on this submittal within seven (7) working days of the submittal date. The State will provide a single set of consolidated comments. Resolved comments will be incorporated into the 95% plan submittal. 10

Consultant will meet with State Project Manager and staff in the Duluth office to review the 90% comments. No more than 2 consultant staff will attend the meeting d) Final Design (95% Complete) Upon making the revisions from the 90% District One submittal, the Contractor will submit two signed and certified set of bond prints with two copies of the vellum title sheet. The original signed and certified prints will be submitted to the State s Central Office Design Liaison Unit by the State s District Office for review and approval. Prior to submittal of the 95% plan, the Contractor will perform enhanced internal quality control review process (QA/QC review) of design components, including a Discipline Coordination Review meeting. Scan and electronically file documentation of quality control checks and resolutions. The State s District staff will complete review and comment on this submittal within three (3) working days of the submittal date. The State will provide a single set of consolidated comments. Resolved comments will be incorporated into the 100% plan submittal. The MnDOT Central Office Liaison Unit will make a final review and comment on the certified Construction Plan. The Contractor will resubmit the plans. Contractor should assume one meeting with State staff in St. Paul to review comments. e) Final Design (100% Complete) Upon making the revisions requested by Central Office Design Liaison Unit, the Contractor will submit new signed and certified sheets, as necessary. An electronic copy of the project s Geopak design files (.gpk) and each sheet in Microstation format will be submitted. One copy of the design computations and quantity calculations will also be submitted. Prior to submittal of the 100% plan, the Contractor will perform enhanced internal quality control review process (QA/QC review) of design components, including a Discipline Coordination Review meeting. Scan and electronically file documentation of quality control checks and resolutions. An electronic copy of the project s Geopak design files (.gpk) and each sheet in Microstation format and PDF format will be submitted. One (1) copy of the design computations and quantity calculations will also be submitted. 11

5.4 Deliverables State s Deliverables 1. Typical entrance and road connection detail sheet(s). 2. Layouts of new turn lanes for development along T.H. 73 3. Pedestrian Curb Ramp Standard Plans 4. Survey Data 5. Wetlands delineation 6. Example driveway design table 7. Final Materials Recommendation Report defining pavement reclamation, subgrade improvements, mainline pavement design, side road and entrances pavement design. 8. District-modified standard plan sheets. 9. ROW file in Microstation DGN format. 10. Traffic forecasts 11. Final Materials Design Recommendation (MDR) Report. 12. Single set of consolidated plan comments 13. Meeting attendance 1. 30% plan and construction limits submittal 2. 60% plan submittal. 3. 90% plan submittal. 4. 95% plan submittal. 5. 100% plan submittal. 6. Geopak design files (.GPK) 7. Microstation design files (.DGN) 8. Design computations and quantity computations. 9. QA/QC documentation. Meeting attendance 6.0 TRAFFIC CONTROL SIGNAL PLANS (Source Code 1251) This task will include a plan for a replacement signal at T.H. 73 and 27 and a revised signal at T.H. 73/CSAH 61. Signal plans will be in State plan format, coordinate correct, and will contain all necessary design information including (but not limited to) the following: quantity tabulation, signature block, abbreviations, symbols, details (standard & special), intersection layout(s) and wiring diagram(s), ADA pedestrian curb ramp details (20 scale drawing), and For Information Only signal plans. The special provisions (Division SS) will be written to STATE standards and include state furnished materials. 6.1 Deliverables State s Deliverables 1. In-place signal plans (hard copy or CADD file as available) 2. ICE report 3. MnDOT s Traffic web site (www.dot.state.mn.us/metro/trafficeng) for checklists, sample plans, details, etc. 4. Plan/special provisions/estimate review comments 12

Contractor s Deliverables 1. 60%, 90%, 95% and 100% plan submittals. 2. Cost estimates. 3. Special Provisions. 4. QA/QC documentation 7.0 TRAFFIC CONTROL (Source Code 1254) Perform tasks necessary to develop detailed plans, notes, and tabulations for the location of signs, barriers, and striping necessary to accommodate the construction staging within the project area. Plans and notes will be consistent with the Minnesota Manual of Uniform Traffic Control Devices (MMUTCD), Manual for Temporary Traffic Control Zone Layouts, and MnDOT District One practices. It is anticipated that the project will be constructed with lane closures. 7.1 Traffic Control Plan Sheets, estimates, and special provisions: Coordinate with the State on staging, and construction schedule. Prepare traffic control plans including include notes, symbols and abbreviations. Prepare tabulations that will summarize the markings, signs, and other traffic control devices and their locations. Prepare cost estimate of traffic control items for submittal at 60%, 90%, 95%, and 100% complete. Prepare Special Provisions of traffic control items not provided by State for submittal at 90%, 95% and 100% complete. Submit traffic control plans at 60%, 90%, 95% and 100% completion with construction plans (Task 3.0). Perform enhanced internal quality control review process of design components, including Discipline Coordination Review meeting, prior to each plan submittal for the State s review. Scan and electronically file documentation of quality control checks and resolutions. 7.2 Deliverables State s Deliverables: 1. District traffic control practices. 2. TMP 3. Single set of consolidate plan comments 5. 60%, 90%, 95% and 100% plan submittals (paper and Microstation) 6. Cost estimates. 7. Special Provisions. 8. QA/QC documentation. 13

8.0 STRIPING PLAN (Source Code 1255) (1 = 100 Ft) Prepare detailed plans, notes, and tabulations for the temporary and permanent pavement markings. The plan will include the applicable MnDOT Pavement Marking Typicals found on the MnDOT Traffic Engineering website and plan sheets showing permanent pavement markings on the roadway alignment. The roadway pavement marking sheets may be eliminated if the typicals adequately describe the permanent pavement markings. Plans and notes will be consistent with the Minnesota Manual on Uniform Traffic Control Devices, Chapter 7 of the MnDOT Traffic Engineering Manual, and MnDOT District One practices. The State will provide the recommendation for the pavement marking materials. 8.1 Striping Plan Sheets, estimates, and special provisions: Develop preliminary striping plan for the State s review and comment. Prepare striping plan including notes, symbols and abbreviations and pavement markings. Prepare tabulations that summarize the striping, and removals and their locations. Prepare cost estimate of striping items for submittal at 60%, 90%, 95% and 100% complete. Prepare Special Provisions of striping items for submittal at 90%, 95% and 100% complete. Submit striping plans at 60%, 90%, 95% and 100% completion with construction plans (Task 3.0). Perform enhanced internal quality control review of design components, including Discipline Coordination Review meeting, prior to each plan submittal for the State s review. Scan and electronically file documentation of quality control checks and resolutions. 8.2 Deliverables State s Deliverables: 1. District practices. 2. Single set of consolidate plan comments 1. 60%, 90%, 95% and 100% plan submittals. 2. Cost estimates. 3. Special Provisions. 4. QA/QC documentation. 9.0 DRAINAGE, CULVERT, TEMPORARY EROSION/SEDIMENT CONTROL, PERMANENT TURF ESTABLISHMENT PLANS AND SWPPP PLAN SHEET (Source Code 1257) 9.1 Hydraulic Recommendations Contractor will prepare preliminary and final hydraulics recommendations per the MnDOT Drainage Manual found at http://www.dot.state.mn.us/bridge/hydraulics/drainagemanual.html. Field review of all structures will be required. 14

9.2 Drainage Chart (Tabulation) Show the type, size, location, and proposed construction impact of inplace drainage culverts and structures within the project limits. The tabulation will show the removals, salvages, reinstalls, linings, extensions, etc. of pipes, culverts, drainage structures. Also included in the tabulation will be new culverts and drainage structure information including type, size, lengths, class of pipe, excavation, and bedding. 9.3 Drainage Plan Sheets (1 = 50 Ft) to be combined with construction plans. Show proposed culverts, aprons, other drainage structure, labeling size, material type, and structure number if applicable. 9.4 Proposed Drainage Tabulation A list of the location, type, size, length, inlet and outlet elevations, grade, class, alternative pipe types, erosion control, excavation, and bedding for each proposed pipe and structure. The tabulations will also include quantities associated with box culvert/bridge construction. 9.5 For temporary erosion control items, show the location and type of temporary erosion control devices that will be used to control project runoff and sediment during construction. The Best Management Practices will be consistent with the CATEX and comply with Minnesota Pollution Control Agency (MPCA), Department of Natural Resources (DNR), Corp of Engineers (COE) and National Pollution Discharge Elimination System (NPDES) permit requirements. Erosion control will be developed in conjunction with District One construction personnel. 9.6 For permanent erosion control items, show the locations and types of permanent turf establishment in areas of construction disturbance and permanent erosion control devices that comply with MPCA Best Management Practices (BMP s). Erosion control will be developed in conjunction with District One construction personnel. 9.7 Drainage, Erosion Control and Turf Establishment Plan Sheets, estimates, and special provisions. Develop preliminary erosion control plan for the State s review and comment. Meet with the State s District Construction staff to coordinate usage of BMPs, and identify pay item breakdowns, and necessary special provisions. Prepare drainage, erosion control and turn establishment plans and SWPPP. The plan will include notes, symbols and abbreviations of Best Management Practices being applied to control project runoff during construction. Prepare tabulations that summarize the drainage, erosion control and turf establishment items and their locations. Prepare cost estimate of drainage, erosion control and turf establishment items for submittal at 60%, 90%, 95% and 100% complete. Prepare Special Provisions of drainage, erosion control and turf establishment items for submittal at 90%, 95% and 100% complete. Submit erosion control plans at 60%, 90%, 95% and 100% completion with construction plans (Task 3.0). Perform enhanced internal quality control review of design components, including Discipline Coordination Review meeting, prior to each plan submittal for the 15

State s review. Scan and electronically file documentation of quality control checks and resolutions. 9.8 Deliverables State s Deliverables: 1. Standard district SWPPP plan sheets. 2. Hydrinfa listing of drainage structures in the project 3. Review and comment on preliminary and final hydraulic recommendations 4. Single set of consolidate plan comments. 1. Preliminary and final hydraulics recommendations 2. 60%, 90%, 95% and 100% plan submittals. 3. Cost estimates. 4. QA/QC documentation. 10.0 SPECIAL PROVISIONS (Source Code 1297) The Contractor will prepare a draft Division S special provisions package for District review and a final package for the submittal to the Central Office. The Contractor will be responsible for producing the Special Provisions for unique items in this project not covered in the MnDOT Standard Specifications for Construction. Each provision will contain a description, materials, construction requirements, method of measurement, and basis of payment for each item. Deletions from, and additions to, Standard Specifications will be written and included as necessary. State will provide Special Provision sections 1404 (Maintenance of Traffic and Traffic Control), 1803 (Prosecution of Work), 1806 (Determination and Extension of Contract Time), 1807 (Failure to Complete Work on Time), and any District-specific edits of the Boiler Plate Provisions. An electronic draft copy will be submitted to State for review along with the 90%, 95% and 100% Final Design plans submittal. 10.1 Deliverables State s Deliverables: 1. All permits necessary to let the project. 2. Cost data information. 3. 1404 (Maintenance of Traffic and Traffic Control) 4. 1803 (Prosecution of Work) 5. 1806 (Determination and Extension of Contract Time) 6. 1807 (Failure to Complete Work on Time) 7. District-special edits of boiler plate provisions. 1. Index of anticipated Special Provisions at 60% submittal. 2. Draft Special Provisions at 90% submittal. 3. Final Special Provisions at 95% submittal. 11.0 CONSTRUCTION COST ESTIMATE (Source Code 1250) The Consultant will submit the Engineer s Construction Cost Estimate for each Phase based on quantities with the Intermediate Design (60% Complete), 90% and 95% submittal. The cost 16

estimates will use the latest cost data available. The estimates must be submitted electronically in an Excel format. In addition to the required cost estimates in Excel format, the final design submittal (100%) will include an electronic file of estimated quantities and costs utilizing Geopak Quantities Manager (this uses Microsoft Access database). The 95% submittal will also include a separate file detailing costs of incidental and lump sum items. The electronic file will be submitted by the State directly to the Estimates Unit for loading into the Trns*port system. 11.1 Deliverables State s Deliverables: 1. Funding source information for cost estimate splits. 2. Cost information data (unit prices) 1. 60%, 90%, 95% and 100% cost estimates 12.0 PROJECT SCHEDULE The project schedule is based upon an assumption that the contract will be executed and Notice to Proceed (NTP) is provided by approximately August 17, 2015. Construction Limits December 11, 2015 Construction Limits, drainage layout and preliminary hydraulic recommendations. 60% Plan April 22, 2016 Completed design work to define project impacts and major quantities. 90% Plan October 7, 2016 Plans, specifications, and cost estimate of completed plan for MnDOT District review. 95% Plan November 18, 2016 Plans, specifications, and cost estimate of completed plan for MnDOT Central Office review. 100% Plan Mid- February 2017 Signed plan complete and ready to be submitted to Central Office. Final cost estimate. Letting March 24, 2017 17