60% Plan Review Checklist

60% Plan Review Checklist

Project ID:xxxx-xx-xx(road name)

Reviewer: Please check mark information not completed in plan in empty column

Verify in SMA: The Municipality assumes full responsibility for the plans and special provisions provided by their designer or anyone hired, contracted or otherwise engaged by the Municipality. The Municipality is responsible for any expense or cost resulting from any error or omission in such plans or special provisions. The Municipality will reimburse WisDOT if WisDOT incurs any cost or expense in order to correct or otherwise remedy such error or omission or consequences of such error or omission.

CURSORY PLAN CHECK FOR GENERAL REQUIREMENTS FOR SUBMITTAL

Soils Report Approval
Traffic Forecast Report Approved by WisDOT
Pavement Thickness Study Report Approved
Request for Typical Section approved by WisDOT, when applicable
Environmental Document Approved
Title Sheet
General Notes
Typical Sections
Section 2 Sheets
Section 4 Preliminary Right-of-Way plat
Section 5 Plan & Profile sheets
Section 8 Preliminary Bridge and/or Sign Bridge Plans (if applicable)
Section 9 Earthwork Quantity concept sheet(s), if provided
Section 9 Cross Section sheet(s), if designer is not exempt – or – N/A for improvement type and scope

PLAN REVIEW FOR APPLICATION OFWISDOT CONTROLLING CRITERIA

TITLE SHEET EXAMINATION FOR 13 CONTROLLING CRITERIA

Design Designation: meets FDM 15-1-10.7

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PLAN REVIEW FOR APPLICATION OFWISDOT CONTROLLING CRITERIA (continued)

TYPICAL SECTIONS EXAMINATION FOR 13 CONTROLLING CRITERIA

Typical Section sheets: Finished sections – (Main line segments, side roads segments & staged construction segments only)
Typical Section sheets: All sections agree with WisDOT SE Region approvals of Typical Sections
Superelevation (if applicable): meets FDM 11-3, Attachment 5.1,5.7
Lane Width: meets FDM 11-3, Attachment 5.7, meets FDM 11-15-1.1FDM 11-20-1
Shoulder Width: meets FDM 11-3, Attachment 5.8, meets FDM 11-15-1.4 &: FDM 11-20-1
Pavement Cross Slope: meets FDM 11-3, Attachment 5.7, FDM 11-15-1.3, & FDM 11-20-1.1
Horizontal Clearance: meets FDM 11-3, Attachment 5.10, 5.14,FDM 11-15-1.9.2, FDM 11-20-1.9FDM 11-35-1. Not noted to be shown per FDM 15-1-15.1
Median Widths, for rural and transitional/high speed urban roadways less than FDM design criteria: meets FDM 11-3, Attachment 5.9, FDM 11-15-1.10, & FDM 11-20-1.4.4
Structural Capacity: facilitates implementation of FDM 11-3, Attachment 5.14, matches approved Environmental Report

SIGNALS EXAMINATION FOR 13 CONTROLLING CRITERIA

Additional Section 2 sheets: Signals concept plan featuring monotubes location for horizontal and vertical clearance, if applicable: meets FDM 11-3, Attachment 5.2, 5.10

LIGHTING EXAMINATION FOR 13 CONTROLLING CRITERIA

Additional Section 2 sheets: Lighting concept plan featuring pole location for horizontal and vertical clearance, if applicable: meets FDM 11-3, Attachment 5.2, 5.10

PLAN & PROFILE EXAMINATION FOR 13 CONTROLLING CRITERIA

Horizontal Alignment: meets FDM 11-3, Attachment 5.1
Lane width: meets FDM 11-3, Attachment 5.7, meets FDM 11-15-1.1FDM 11-20-1
Shoulder width: meets FDM 11-3, Attachment 5.8,meets FDM 11-15-1.4 &: FDM 11-20-1
Median Widths, for rural and transitional/high speed urban roadways less than FDM design criteria: meets FDM 11-3, Attachment 5.9, FDM 11-15-1.10, & FDM 11-20-1.4.4
Bridge Width: meets FDM 11-3, Attachment 5.14, meetsFDM 11-15-1.9.3, FDM 11-35-1
Vertical Alignment: meets FDM 11-3, Attachment 5.2
Grades: meets FDM 11-3, Attachment 5.2
Stopping Sight Distance: meets FDM 11-3, Attachment 5.1, 5.2, 5.3
Structural Capacity: facilitates implementation of FDM 11-3, Attachment 5.14, matches approved Environmental Report

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PLAN REVIEW FOR APPLICATION OFWISDOT CONTROLLING CRITERIA (continued)

STRUCTURES EXAMINATION FOR 13 CONTROLLING CRITERIA

Bridge Width: meets FDM 11-3, Attachment 5.14,FDM 11-15-1.9.3, FDM 11-35-1
Vertical Clearance: meets FDM 11-3, Attachment 5.2, 5.14
Structural Capacity: meets FDM 11-3, Attachment 5.14, matches approved Environmental Report

CROSS SECTION EXAMINATION FOR 13 CONTROLLING CRITERIA

Lane Width: meets FDM 11-3, Attachment 5.7, meets FDM 11-15-1.1FDM 11-20-1
Shoulder Width: meets FDM 11-3, Attachment 5.8,meets FDM 11-15-1.4 &: FDM 11-20-1
Superelevation (if applicable): meets FDM 11-3, Attachment 5.1, 5.7
Pavement Cross Slope: meets FDM 11-3, Attachment 5.7, meets FDM 11-15-1.3,FDM 11-20-1.1
Median Widths, for rural and transitional/high speed urban roadways less than FDM design criteria: meets FDM 11-3, Attachment 5.9, FDM 11-15-1.10, & FDM 11-20-1.4.4
Structural Capacity: meets FDM 11-3, Attachment 5.14, matches approved Environmental Report

COMMENTS ON NEED FOR ESR

COMMENTS

PLAN REVIEW FORKEY DESIGN STUDY

TITLE SHEET EXAMINATION

Title sheet: ID & Project Title to match FIIPs
Title sheet : Location map with structures & stationing
Title sheet : Design Designation/Traffic information/ Design Speed matches approved PTSR
Title sheet : Begin/End project limits (y, x coordinates)

TYPICAL SECTION EXAMINATION

Existing pedestrian & bicycle facilities shown on main line and sideroads in typical sections
Existing median width(s) shown on main line and sideroads in typical sections
Existing side-slope(s) and ditch section(s) shown on main line and sideroads in typical sections
When the sidewalk is not being fully replaced, is it clear that sidewalk to remain is ADA compliant?
Finished pedestrian & bicycle facilities shown on main line and sideroads in typical sections
Finished median width(s) shown on main line and sideroads in typical sections
Finished side-slope(s) and ditch section(s) shown on main line and sideroads in typical sections

PLAN & PROFILE SHEET EXAMINATION

Begin/End construction limits, if provided
Alignment (mainline and side roads)
Horizontal and vertical (calculated) featuring K-value, Degree/radius of curves/superelevation, & percent of grade
Slope Intercepts
Right-of-way & easements featuring existing and/or new, existing access control, property lines & property owner names
Drainage Arrows (direction of flow)
Drainage Plan for rural project featuring cross drains (diameter and location), special ditches, berms, channel relocation & structures requiring R/W
Drainage Plan for urban project featuring outfalls, trunk line location, & structures requiring R/W
Environmentally Sensitive areas
Major erosion control consisting of R/W required, retention or sedimentation basins, energy dissipaters, etc.) Separate details or memo if minor
Numbered structures (including retaining walls, high mast light, and sign bridges) with type of work defined/notations per FDM, if applicable
Existing Utilities
Railroads – planned work, if applicable
Rock profiles (both rip-able and hard) and marsh profiles, if applicable
Existing & proposed access points including type
Existing advertising signs, if applicable
Maintenance crossovers on multi-lane highways, if applicable

PLAN REVIEW FORKEY DESIGN STUDY

CROSS SECTION SHEET EXAMINATION

Original ground
Marsh and rock lines
Proposed subgrade or finished grade
Cross drains, if provided
Sidewalk
Curb or Curb & Gutter (Milwaukee County or State)
Barrier wall
R/W or TLE, PLE
Interval (location as needed to determine R/W requirements) for rural projects of 100 to 400 feet featuring entrances (driveways may be half-section), selected locations, & side roads
Interval (location as needed to determine R/W requirements) for urban projects of 50 to 100 feet featuring entrances (driveways may be half-section), selected locations, & side roads

OTHER SECTION 2 SHEET EXAMINATION

General Notes sheet(s): Utility Contacts,DNR Liaison & Diggers Hotline Logo provided
Intersection details, if not standard, consistent with FDM 11-25-1. Pertinent information regarding type of intersections and curb ramps as shown in the standard detaildrawings shall be shown, unless covered by a general note. ADA requirements must be met (WisDOT SELP special directive)
Traffic control concept plan, signals, signing, lightingconstruction staging (drawings or memos)
Contour Maps with match lines
Project Overview

ADDITIONAL EXHIBITS EXAMINATION

Estimate sheets. 60% plan submittal (Engineer’s estimate, typical + 60% RBQ). Only as detailed as plan
Preliminary Earthwork Balance sheet, if provided
Commitments or issues of concern which affected design per approved Environmental Document

SPECIAL SECTION 2 SHEET PRIORITY ITEMS FOR KEY DESIGN STUDY

INTERCHANGE SHEET EXAMINATION

Existing interchange type, ramp(s) type, speed-related controlling criteria per FDM 11-30FDM 15-1-20.4, if applicable
Finished interchange type, ramp(s) type, speed-related controlling criteria per FDM 11-30FDM 15-1-20.4, if applicable

COMMENTS ON PROJECT ELIGIBILITY FOR START OF FINAL DESIGN: TWO-PARTY DESIGN CONTRACTS

IN-DEPTH COMMON PROJECT ELEMENTS FOR COMPLETE DESIGN STUDY

TYPICAL SECTIONS EVALUATION

Typical Section sheets: Finished sections - material identification and thickness shown to the nearest one-quarter inch matching approved PTSR
Clear zone, rural roadways & urban roadways per FDM 11-20-1.9.2
Roundabouts, if applicable
Railroad, if applicable

PLAN & PROFILE SHEETS EVALUATION

Sideroad Names
Sideroad approach grades
Roundabouts, if applicable
Railroad, if applicable

COMMENTS ON NEEDS FOR DSR

IN-DEPTH COMMON PROJECT ELEMENTS FOR COMMENT ON CONSISTENCY WITH FDM

TYPICAL SECTIONS EVALUATION

Each typical section sheet shall have a title block along the bottom edge of the sheet. The title block shall include the State Project Number(s), space for a sheet number and title
Typical Section sheets: Existing sections shown when construction stagingwork is being done on the pavement or shoulder, the pavement is being removed or the pavement or shoulder is being used to carry traffic
A main line typical section shall be shown for all applicable projects. Additional typical sections shall be shown for side roads, ramps, driveways and temporary roads where applicable. Ultimate typical sections are required for all stage construction projects.
Scale: The width of section shall be selected to provide clarity of detail
Slopes: This is expressed as a ratio of horizontal distance to vertical distance
Cross Slope: This is the amount of rise or fall indicated in percent
Width: The width of lanes, shoulders, roadbed, ditches, clear zone and median
The limits of topsoiling, salvaged topsoiling, fertilizing, seeding or sodding shall be shown
Pavement ties, tie bars, underdrains, geotextile fabrics, islands, concrete barriers, removals, etc. shall be shown when they are required in the construction
Location Limits: Typical sections shall be titled and stationing limits indicated. Minor equations may be omitted. Station limits need not be shown where there is only one typical section per roadway
Vertical and Horizontal Reference: All typical sections shall show the relationship between the typical section and the grade line profile shown on the Plan and Profile Sheet with a point referred to on profile note. The vertical relationship between the typical section and the cross sections shall also be shown by a point referred to on cross section note unless indicated on the Cross Section Sheets
Doweled Concrete Pavements: All doweled concrete pavements shall have a notation indicating that
dowels are required. Example is: 10-inch Non-reinforced Concrete Pavement (Doweled).
Tined Concrete Pavements: All concrete pavements to be tined shall include a notation indicating thattining is required. Example is: 10-inch Non-reinforced Concrete Pavement(Doweled and Tined)
A pavement boring loglab testsshall be provided on the typical section sheet for projects containing the item: Salvaged Asphaltic Pavement. Only log is required for Pulverizing & Relaying Asphaltic

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OTHER SECTION 2 SHEETS EVALUATION

Construction details are required for bid items that require detailing not covered in the standard detail drawings or other plan elements. There is no standard format for construction details. They should be kept simple and should avoid duplicationwith standard detail drawings or plan and profile sheets. Choose a scale that will sufficiently display the detail. A title is required for each detail
If control points and associated tie points are not shown on an alignment sheet or plan and profile sheet, a construction detail showing these shall be added
The plan and profile of storm sewers and utilities shall be shown on detail sheets separate from the plan and profile sheets. The plan view shall show the location of manholes and inlets, existing underground utilities, storm sewers and other information pertinent to the storm sewer system. The profile shall show the existing ground, existing utilities if available, flow line grades, the profile of the storm sewer, manholes and inlets, the size, type and grade of the storm sewer, and the manhole and inlet grades
Planting is the furnishing and planting of trees, shrubs, vines, herbaceous plants and special seed mixtures. When planting is included under a contract with other construction operations such as grading, base, paving, etc., the planting shall be shown on detail sheets separate from the plan and profile sheet
If the planting is let as a separate contract, the planting layout detail sheets will become the plan sheets
Planting layout details shall show the location of plants and plant beds, species and size of plants, the quantity of each planting, root condition and other pertinent planting information. The common name for trees, shrubsand vines shall be used on the planting layout details and shall be referenced to the plant data chart
Permanent sign replacement is within the local project agreement?
Regarding Type 1 signs: Any signs not conforming to WisDOT and MUTCD policies shall be replaced in the improvement project. Any exceptions to replacement of Type I signs shall be coordinated with the Region Traffic Engineering Supervisor. All corten steel I-beams and bases shall be replaced.
Regarding Type 2 signs: FHWAminimum sign retro-reflectivity standards do not permit the usage of Engineer Grade on warning and guide signs. It is also WisDOT policy to not use Engineer Grade on any signs, including regulatory signs. Any exceptions to replacement of Type II signs shall be coordinated with the Region Traffic Engineering Supervisor
When permanent signing is included under a contract with other construction operations such as grading, base,paving, etc., the permanent signing shall be shown on signing plan detail sheets separate from the plan and profile sheets
If permanent signing is let as a separate contract, the permanent signing layout detail sheets will become the plan sheets
Permanent signing layout details shall show the location of sign bridges, sign bridge numbers, new signs, moving signs, removal of existing signs, revision of existing signs, signs being furnished or moved by others, delineators and other pertinent signing information

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OTHER SECTION 2 SHEETS EVALUATION (continued)

Do not use 4” x 4” wood posts on new permanent sign installations.
A pictorial drawing of the signs shall appear on the sign layout sheets. A legend with pictorial drawings on each sign layout sheet is also acceptable. Each sign pictorial drawing shall be designated by standard sign code as shown on the department’s Sign Plate book. Number each sign location on the sign layout sheet to refer to the signing miscellaneous quantities. Show the sign size below the sign code
Permanent signing miscellaneous quantities shall show a location referencing the sign to the sign layout sheet; a sign offset distance for Type 1 signs only (if applicable), sign code, sign size, sign message, and all applicable signing and post quantities
A detail showing the layout of the overhead sign support in relation to the roadway shall be shown in the construction details of the plan
The following information is required on this detail in order for the contractor to fabricate the
overhead sign support:
The sign sizes and location on the structure as well as their relation to the traffic lanes below.
The high point of roadway elevation and the top of concrete base elevation or the relative difference inelevation between the two
The required minimum vertical clearance from the high point of the roadway to the low point on thesign/structure. Show signs centered on the horizontal arm
Horizontal dimensions of the roadway typical section, including cross slopes
The location of the structure by station and, if applicable, by highway and crossroad
The identification number of the structure
The number of chord elements for the horizontal arm or span. Indicate round chords with webmembers attached by gusset plates when a two-chord system is used. Refer to FDM 11-55-20 for a
discussion of the configuration of the overhead sign support and design limitations
For small LED or changeable message signs, show the length x width x thickness and its weight
The base design, either site specific or a standard detail drawing
State the Fatigue Category, in the case of cantilever overhead sign supports, on the plans

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OTHER SECTION 2 SHEETS EVALUATION

When lighting is included under a contract with other construction operations such as grading, base, paving, etc., the lighting shall be shown on detail sheets separate from the plan and profile sheets
If the lighting is let as a separate contract, the lighting layout detail sheets will become the plan sheets
Lighting lay-out details shall show the location of conduits, cables, wires, concrete bases, poles, mast arms, luminaries, transclosures, pull boxes, circuits, pole identification numbers, lighting unit codes, control cabinets, existing electrical facilities and other pertinent lighting information
Traffic signal layout details shall be shown on detail sheets separate from the plan and profile sheets
The traffic signal detail shall show the location of pull boxes, controllers, concrete bases, conduit, standards, poles, mast arms and loop detectors; the location, arrangement and direction of signal heads; the size of such items as conduit, loop detector, etc; and other pertinent traffic signal information
Sequence of operation, controller logic, detector logic and cable layout shall be shown in tabular form
When pavement marking is included under a contract with other construction operations such as grading, base,paving, etc., the pavement marking shall be shown on detail sheets separate from the plan and profile sheets
If the pavement marking is let as a separate contract, the pavement marking layout detail sheets will becomethe plan sheets
Intersections, gore areas, parking lots, paved medians and lanes with words and arrows are typical areas wherepavement marking layout details are required
These details shall contain adequate information to layout the pavement marking
Traffic control/stage construction details shall be included in all plans except where the necessary information is provided by the standard detail drawings. These details shall be shown on detail sheets separate from the plan and profile sheets. These details shall include the location of traffic control signing, pavement markings, drums, barricades, safety barriers, arrow boards, temporary pavement marking, construction areas, direction of traffic and other pertinent traffic control information
The location of established detours shall be shown on the traffic control/stage construction layout details
The sign layouts and sign code numbers used in the traffic control layout details shall be in accordance with theFederal Highway Administration Manual of Standard Highway Signs. If a desired sign is not contained in theManual, then a department sign plate shall be specified
The Federal HighwayAdministration Manual of Standard Highway Signs lists most of the orange background signs commonly used inconstruction zones with a beginning sign code of "W". However, there are signs with other background colorslisted in the Manual with a beginning sign code of "W" that may be used in construction zones. These signs shallbe labeled with a beginning code of "WO"
The traffic control/stage construction layout details shall include the following notes when appropriate. 1. All signs are 48-inch x 48-inch unless otherwise noted. (This note may be used in place of labeling thesize of each sign. Any other size of sign must be individually labeled.) 2. "WO" signs are the same as "W" signs except the background is orange

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