Exhibit A SCOPE OF WORK AND DELIVERABLES T.H. 169 Mountain Iron to Hoover Road in Virginia

Transcription

1 Exhibit A SCOPE OF WORK AND DELIVERABLES T.H. 169 Mountain Iron to Hoover Road in Virginia PROJECT OVERVIEW S.P is on T.H. 169 from 0.07 miles west of CR 109 in Mt. Iron to Hoover Road in Virginia Minnesota. Total project length is approximately 1.17 miles. Project elements include concrete pavement replacement and bituminous overlay, ADA improvements, new curb and gutter and sidewalk, signal replacements, lighting replacement, bridge repairs, widening of Co. Rd. 7 and reconstruction of Enterprise Drive. The project is currently scheduled for letting in May of The proposed project consists of the following work: TH 169 Design includes: ADA compliant Pedestrian ramps per State recommendations. Sidewalk and curb and gutter per the State approved Geometric Layout and ADA recommendation. Bituminous overlay on TH 169 from west project limits to just west of the new concrete pavement section approaching Bridge Replacement of concrete pavement from just west of Bridge to Hoover Road intersection. APS and traffic signal upgrades at 3 intersection Reconstruction of Enterprise Drive to accommodate new left turn lane per the State approved Geometric Layout. Widening of Co. Rd. 7 to accommodate new left turn lane per the approved State Geometric Layout. Replace the lighting system along the TH 53/TH 169 intersection and ramps; and at the TH 169/Enterprise Drive/Co. Rd. 7 intersection. Bridge (over the BNSF RR) and (T.H. 169 over T.H. 53) work: Bridge rehabilitation and repair plans to be completed by MnDOT s Bridge Office. Other report items will include the Design Memo, Utility Coordination, Intersection Control Evaluation (ICE), National Pollutant Discharge Elimination System (NPDES) Permit application, Storm Water Pollution Prevention Plan (SWPPP), signing, lighting, signal, striping, traffic control plans, Traffic Management Plans (TMP), coordination with MnDOT Bridge Office and ADA Office, cost estimates and cost splits for a cooperative agreement with the City of Mountain Iron and St. Louis County, and Special Provisions. Contractor deliverables will include Project Management, Utility Coordination, Design Memo, ICE reports, Detail Design Plans, Lighting Design Plans, Signal Design Plans, Striping Plans, Signing Plans Traffic Control Plans, SWPPP, NPDES permit application, TMP, Special Provisions, and Construction Cost Estimates. State will provide the staff approved geometric layout, survey data, Material Design and Pavement recommendations (MDR), geotechnical recommendation for Bridge approach, wetland delineation, hydraulic recommendations, and environmental documentation. 1.0 PROJECT MANAGEMENT (Source Code 1010) 1

2 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 3.0 and 4.0 for additional meetings. 1.1 Project Management and Administration 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 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. Biweekly 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 for further information. 1.5 Deliverables State s Deliverables: 1. Review and respond to submittals. 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. Survey data 11. CATEX 12. File naming convention guidance and file directory structure guidance. 1. Schedule and attend meetings. 2. Weekly update meeting or conference call with State s Project Manager. 2

3 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 (following file naming convention and file directory structure). 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 for the project. 2.1 Deliverables 1. Draft Design memos for State s review. 2. Final Design Memos State s Deliverables: 1. Review and comment on documents 3.0 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. 3.1 Step 1: Perform Gopher State One Call, receive utility data and survey data. Conduct field reviews if necessary. 3.2 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. 3.3 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 3

4 General layout Typical sections Preliminary utility tabulations Topography, construction plans, and removal plans showing preliminary construction limits and existing utility facilities 3.4 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. 3.5 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. 3.6 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 back-checked. 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 3.7 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. 3.8 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. 3.9 Step 9: Arrange and conduct Utility Design Meetings to review major changes to the plan that affect the utilities 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

5 3.11 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 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 Add utility special provisions to the contract that will require mutual coordination between the utility owner and the Contractor including utility contact information 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 4.0 DETAIL DESIGN PLANS (SOURCE CODE 1250) This task includes development of final detailed design plan for the project. The State will provide an approved geometric layout, preliminary typical, horizontal alignments, vertical profiles, preliminary construction limits, and Corridor Modeling files used to generate preliminary cross sections. Contractor will be required to provide work using Mincrostation Corridor Modeler. The design will require realignment of approximately 600 feet of Enterprise Drive, widening of Co. Rd. 7 to accommodate a new left turn lane onto TH 169 and ADA improvements. Horizontal and vertical alignments for these roadways will be provided by the State. Bridge rehabilitation and repair plans for Bridge & will be prepared by MnDOT s Bridge Office. Coordination with MnDOT s Bridge Office will be required. Contractor tasks will include, storm water treatment plan, Storm Water Pollution Prevention Plan (SWPPP), design of intersection lighting along the TH 53/TH 169 ramps and TH 169 and Co. Rd. 7/Enterprise Drive intersection, rumble strips, and traffic barrier. The final road plans will also be consistent with any findings and recommendations identified in the Project Documentation and in accordance with Federal and State laws, rules, and regulations. 5

6 4.1 Construction Plans Each 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. 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. 6

7 b. Contractor will meet with State ADA staff after completion of the 30% and 60% plans. These meetings will be held in St. Paul. 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 6.0 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. Removal Sheets Detailed plans of the project providing information on the location of removal of pavement, sidewalk, drainage, etc. m) Drainage and Erosion Control / SWPPP Plans see Task 8.0 n) Traffic Control Plan see Task 5.0 o) Striping & Signing Plan see Task 5.0 p) Traffic Signal Plans see Task 6.0 q) Traffic Lighting Plans see Task 7.0 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. 7

8 4.2 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 in a pdf format. The 95% and 100% 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 office in Duluth at the 60% and 90% plan reviews. 4.3 Plan Review and Approval The Road/Construction Plans will be submitted for review and approval at the following stages of development: a) Preliminary 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. The 30% plan will also include the title sheets, typical sections, plan sheets and construction details. 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 the 60% plan in a pdf format showing existing topography and utility plans, roadway plan sheets, drainage plans, typical sections, pavement marking and preliminary utility relocations. ADA plan review checklist #1 required for St. Paul 60% ADA plan review. 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 8

9 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 the 90% plan in a pdf format 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. ADA plan review checklist #2 required for St. Paul 90% ADA plan review. 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. 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. Submit the SharePoint ADA Design Memo. 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) 9

10 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. 4.4 Deliverables State s Deliverables 1. Approved geometric layout 2. Typical entrance and road connection detail sheet(s). 3. Pedestrian Curb Ramp Standard Plans 4. ADA recommendations. 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. Geotechnical recommendation. 9. District-modified standard plan sheets. 10. ROW file in Microstation DGN format. 11. Traffic forecasts 12. Single set of consolidated plan comments 13. Meeting attendance 1. 30% plan submittal 2. 60% plan submittal % plan submittal % plan submittal % plan submittal. 6. ADA checklist #1 at 60% 7. ADA checklist #2 at 90% 8. ADA Design Memo. 9. Geopak design files (.GPK) 10. Microstation design files (.DGN) 11. Design computations and quantity computations. 12. QA/QC documentation. 13. Meeting attendance 5.0 TRAFFIC CONTROL, SIGNING & STRIPING PLANS ( see work item for Source Code) 10

11 5.1 Traffic Control plans and ramp detours (Source Code 1254) All work required for detailed plans, notes, and tabulations will be prepared showing the location of signs, barriers, and striping necessary to accommodate the construction 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. The plan sheets will contain tabulations showing the description and estimated quantity of traffic control devices by stage. Contractor will also prepare the Transportation Management Plan (TMP) for approval by the State. Provide internal coordination meetings, project coordination with the State s District staff, and communications as necessary. Submit temporary traffic control plans and tabulations at 60%, 90%, 95% and 100% completion with construction plans (Task 4.0). Perform 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. 5.2 Signing Plans (1 = 100Ft) (Source Code 1255) Contractor will prepare signing plans for the replacement of all permanent signing that would require changes based on the new design. Detailed plans, notes, and tabulations will be prepared showing the location of the inplace signs and the location of the permanent signs upon completion of the project. The plan will include necessary typicals found on the MnDOT Traffic Engineering website to construct the permanent signing as shown on the plan sheets. The plan will also include sign designs for new permanent signing. New signs must be designed according to the MnDOT Sign Design Manual and be completed using SignCAD software. Plans and notes will be consistent with the Minnesota Manual on Uniform Traffic Control Devices, Chapter 6 of the MnDOT Traffic Engineering Manual, the MnDOT Signing Plan Design Manual, and MnDOT District One practices. Submit signing and striping plans, at 60%, 90%, 95% and 100% completion with construction plans. (Task 4.0) 5.3 Striping Plans (1 = 100 Ft) Combined with Signing Plans (Source Code 1255) Detailed plans, notes, and tabulations will be prepared showing the 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. 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. 11

12 5.4 Deliverables: State s Deliverables 1. Typical details 2. Pavement marking materials type 3. Single set of consolidated plan comments 4. Meeting attendance 1. 60% plan submittal % plan submittal % plan submittal % plan submittal. 5. Microstation design files (.DGN) 6. Design computations and quantity computations. 7. QA/QC documentation. 8. Meeting attendance 6.0 ICE REPORTS AND TRAFFIC CONTROL SIGNAL PLANS (Source Code 1251) 6.1 Intersection Control Evaluation Reports After review of the intersection, existing data, traffic counts and operations, two alternatives will be analyzed. Signal replacement with current geometrics Signal replacement with dual left for the T.H. 169 eastbound to northbound new geometrics This analysis will include but is not limited to the following: Traffic Signal Warrant check Crash analysis to determine impacts from the alternatives Operational analysis of alternatives using the SimTraffic software package Additional RODEL analysis of roundabout control for the intersection Oversized load considerations for roundabout design The operational analyses will include the existing and projected year 2038 volumes during the a.m. and p.m. peak hours. Once the analysis has been completed and recommendations developed and reviewed with the State, the ICE document will be prepared. The document will follow the Minnesota Manual on Uniform Traffic Control Devices, MnDOT Technical Memorandum No T-02 (Intersection Control Evaluation), and other pertinent guidance. A draft document will be submitted to State Project Manager for review and comment. Comments will be provided by the State within two weeks. State s comments will be incorporated into the final document. 12

13 6.2 Traffic Signal Plans Signal plans will be in State plan format (40 scale drawing), 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. All proposed signal plan sheets (and inplace system sheets, if not provided by State) will be drafted from new mapping data. The special provisions (Division SS) will be written to STATE standards and include State furnished materials references. 6.3 Deliverables State s Deliverables 1. In-place signal plans (hard copy or CADD file as available) 2. MnDOT s Traffic web site ( for checklists, sample plans, details, etc. 3. Plan sheet format 4. District-modified standard plan sheets 5. Plan/special provisions/estimate review comments Contractor s Deliverables 1. Traffic Counts needed for ICE reports 2. Draft and final Ice reports. 3. Field Walk with D1 staff and all required stakeholders (with underground utilities located) prior to 30% plan submittal contractor should plan for one additional field walk during design. 4. Submit signal plans and tabulations at 30% (PDF only) 60%, 90%, 95% and 100% completion with construction plans (Task 4.0) and in addition provide CADD design files and reference files at each submittal. 5. Cost estimates. 6. Special Provisions. 7. QA/QC documentation Perform 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. 7.0 LIGHTING PLANS (1 = 200 FT) (SOURCE CODE 1252) 7.1 Traffic Lighting Plans Lighting 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), 13

14 intersection layout(s) and wiring diagram(s), scale to be approved by D1 staff, appropriate to each area of interest (e.g. - 50, 100 or 200 scale drawing), and include Salvage and Removal Lighting plans as part of the lighting package, independent of the road design package. All proposed lighting plan sheets (and inplace system sheets, if not provided by State) will be drafted from new data. The special provisions (Division SL) will be written tostate standards and include state furnished materials. 7.2 Deliverables State s Deliverables: 1. In-place lighting plans (hard copy and if available CADD files) 2. MnDOT s Traffic web site ( ) for checklists, sample plans, details, etc. 3. Plan sheet format 4. District-modified standard plan sheets 5. State specific details for light service cabinet. 6. Plan/special provisions/estimate review comments 1. Field Walk with D1 staff and all required stakeholders (with underground utilities located) prior to 30% plan submittal and any follow up field reviews as the design process warrants. 2. Submit lighting plans and tabulations at 60%, 90%, 95% and 100% completion with construction plans (Task 4.0) and in addition provide CADD design files and reference files at each submittal. 3. Provide lighting plan sheets detailing design and quantities, including as part of the lighting design package lighting Removal and Salvage sheets using same layout and scale as proposed lighting sheets. Quantities for removals and salvages of in place lighting systems components will be shown and tabulated. 4. Cost estimates. 5. Special Provisions (Divisional). 6. QA/QC documentation Perform 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. 8.0 DRAINAGE, CULVERT, TEMPORARY EROSION/SEDIMENT CONTROL, PERMANENT TURF ESTABLISHMENT PLANS AND SWPPP PLAN SHEET (Source Code 1257) 8.1 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, 14

15 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. 8.2 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. 8.3 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. 8.4 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. 8.5 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. 8.6 Drainage, Erosion Control and Turf Establishment Plan Sheets, estimates, and special provisions. Develop preliminary erosion control plan for the State s review and comment. 8.7 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.\ Submit erosion control plans at 60%, 90%, 95% and 100% completion with construction plans (Task 4.0). 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. 8.8 Deliverables State s Deliverables: 1. Standard district SWPPP template for consultant use. 2. Hydrinfa listing of drainage structures in the project 3. Hydraulic recommendations 15

16 4. Single set of consolidate plan comments %, 90%, 95% and 100% plan submittals. 2. Cost estimates. 3. QA/QC documentation. 9.0 WETLAND PERMITTING (SOURCE CODE 1071) 9.1 This task includes preparing a US Army Corps of Engineers wetland permit Contract s tasks will include: Attendance at pre-application TEP meeting with the USACE and members of the TEP and preparation meeting minutes. Will prepare and submit WCA/USACE Joint Permit Application (including all required exhibits) for S.P based on the provided wetland delineation. Assumes RGP-004-MN permit. Will respond to any USACE questions after permit submittal. Facilitate wetland permit coordination. Permit application dates will be established with the State s Project Manager to obtain the USACE permit for the May 19, 2017 letting date. State s Deliverables: 1. Wetland delineation report and wetland boundaries in CAD format. 2. Renew of Permit application 3. Meeting attendance 1. Meeting attendance and 2. WCA/USACE Joint Permit Application 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 Deliverables State s Deliverables: 1. Cost data information. 16

17 (Maintenance of Traffic and Traffic Control) (Prosecution of Work) (Determination and Extension of Contract Time) (Failure to Complete Work on Time) 6. 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 project based on quantities with the Intermediate Design (60% Complete), 90% and 95% submittal. The cost 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 Deliverables 12.0 PROJECT 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 2. Cost estimate splits for agreements. 30% Plan 60% Plan September 30, 2016 October 8, % Plan January 19, 2017 Plans, specifications, and cost estimate of completed plan for MnDOT District review. 95% Plan February 16, 2017 Plans, specifications, and cost estimate of completed plan for MnDOT Central Office review. 100% Plan Early April 2017 Signed plan complete and ready to be submitted to Central Office. Final cost estimate. Letting May 19,