QAQC-Checklist

Project Name: Project Name

Project Number: Project Number







Project Designers Project QA Reviewers

Project Phase Designer Name Date Reviewed Reviewer Name Date Reviewed

Preliminary Design (30%)

Intermediate Design (50%)

Plan-In-Hand Design (70%)

Final PS&E Design (95%)





Signing Documents Dates

WFLHD-3:

Permits:

Environmental Clearance:

ROW Plans:



Shaded areas

Areas that are to be ignored

Areas that are not considered to be completed for review.

Areas that MUST BE COMPLETED prior to review



Codes Description

OK Checklist item has been checked and found to be satisfactory

No Checklist item was checked and found deficient. Explanatory comments added in the item box or in a supplementary report.

DNC Did not check

N/A Not applicable for this project.





CPM Critical Path Method

HDM Highway Design Manager

HSE Design Quality and Safety

PS&E Plans, Specifications, and Estimate

QA/QC Quality Assurance/Quality Control.

ROW Right-of-Way

SCR’s Special Contract Requirements

UPA Unit Price Analysis

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

DESIGN CRITERIA

HORIZONTAL ALIGNMENT

1 Adequate spiral length provided.

2 Broken-back curves avoided

3 Compound curves avoided. No Point on

Curve (POC).

4 Minimum curve length for small central

angles provided.

5 Stopping sight distance meets design

criteria.

6 Unique stationing for designed

approaches and secondary roads.

VERTICAL ALIGNMENT

7 Grades are a minimum of 0.5%. Flatter

grades of 0.3% may be allowed if justified

(paved road, adequately sloped, with firm

subgrade).

8 Stopping sight distance for crest and sag

curves meets design criteria

9 Decision sight distance documented

10 Vertical curve length rounded

11 Minimum length of vertical curve

provided. (K value)

12 Ditch profile – Hydralics input

documented (Check if special ditches are

needed for drainage) Input from

Hydraulics for special ditches and ditch

armoring.

13 Minimum gradient for curbed sections

provided.

14 Drop inlets located properly in curb

sections

15 Overhead utility crossings addressed

16 Horizontal and vertical curves

superimposed

ALIGNMENT CONSISTENCY

17 Horizontal and vertical alignments match

criteria and exceptions listed on WFLHD-

3 (Western Federal Lands Highway

Division Highway Design Standards)



18 Coordinate horizontal and vertical

alignments in accordance with AASHTO

Green Book and Low Volume Local

Roads manual.

19 Design horizontal curves to be longer

than superimposed vertical curves.

20 Ensure variation in operating speed

between long curves or long tangents

(>500 m) and the adjacent curves is less

than 20 km/hr (10 mph)

21 Proper connection to structure(s) and

existing roadway.

SUPERELEVATION

22 Super-elevation meets AASHTO

standards.

23 Super elevation rate agrees with WFLHD-

3 document.

24 Snow and ice conditions considered in

the selection of the maximum super-

elevation rate.

25 Super-elevation distributed correctly on

simple curves. Use appropriate

distribution based on design speed.









Page 2 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

26 Minimum length of superelevation runoff

provided according to AASHTO

27 Super-elevation run out is at the same

rate as super-elevation runoff or flatter.

28 Designer has checked and modified the

Geopak generated superelevation input

file as necessary.

29 Roll over is less than or equal to 8%

between traveled way and shoulder?

30 Ensure compound curves are sized and

superelevated correctly?

CROSS SECTION

31 Foreslopes provided according to

AASHTO (1:4 or flatter preferred; 1:3

steepest)

32 Ditch slopes match foreslopes and

provide a 1’ (0.3m) minimum ditch depth

below the subgrade shoulder.

33 Aesthetic cut and fill slope ratio guideline

followed.

34 Curve widening provided and listed on

plans.

35 Clear zone width criteria met.

36 Standard lane, shoulder, and median

widths being proposed, or exceptions are

documented.

37 Temporary pavement structure adequate

for both public and construction traffic.

Obtain input and documentation from

Materials and Geotechnical specialists.



38 Proper offset provided between travel

lane and raised islands. Proper median

opening widths provided.

39 Designed to accommodate guardrail flare

rates & offsets to terminal ends

40 Pedestrian and bicycle safety considered

(proper separation between travel way

and bicycle/pedestrian facilities, proper

width of facility etc.)

41 Sufficient distance provided behind

roadside barriers for deflection

42 Above ground appurtenances and

equipment operation considered for

construction conflicts

43 Existing utility locations considered for all

work both above and below ground Show

their locations and relocate utilities as

necessary. Utility agreements

considered in plan preparation.



44 Widening for mailboxes, turnouts,

parking areas, etc., provided

45 Document shrink/swell factors utilized to

determine earthwork balance or

quantities.

46 Guardrail sections are consistent with

standard drawings where applicable

47 Retaining walls plotted on cross sections



48 Rock buttresses, rock blankets, rock

catch basins, special drainage details,

etc., shown on plans

49 Catch basins accounted for in earthwork

design and quantities









Page 3 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

50 Plotted drainage cross-sections available

for all minor drainage culvert pipes

(plotted along the skew as needed).



51 Cross sections included underdrains,

drop inlet structures, and approach road

grades.

INTERSECTIONS

52 Identify critical and design vehicles

53 Intersecting roadway angles meet

AASHTO standards, or exceptions are

documented

54 Design platform area of sufficient length

for critical vehicles coming to a stop

condition. (±2% design desirable)



55 Minimum stopping sight distances at

intersections provided.

56 Proper turning radii and widths employed.



57 Sufficient acceleration/deceleration lane

lengths for speed conditions and storage

included where necessary.

RIGHT-OF-WAY

58 ROW limits shown on the plans are

correct, properly labeled, and match the

ROW plans for acquisition

59 Construction easements (temporary &

permanent) identified. Right-of-Way and

Utility Section to provice based on

design. Easement includes construction

of driveways, drainage structures, outlet

or inlet ditches, temporary diversion

channels, and sediment basins, etc.



60 ROW fences included where necessary



61 Clearing limits are contained within the

ROW/construction easement limits.

62 ROW includes sight triangle at

intersections.

UTILITIES

63 Utility agreements are incorporated or

documented as necessary

64 Overhead utility crossings considered for

height restrictions

65 Check existing utility locations for

conflicts.

WFLHD-3 -DESIGN STANDARDS AND

EXCEPTIONS FORM

66 WFLHD-3 completed with design

exceptions noted and justified.

67 WFLHD-3 is completed with all

necessary signatures

68 Design agrees with approved WFLHD-3



ENVIRONMENTAL CLEARANCE

69 Completed Environmental Checklist

provided by environment.

70 Permit restrictions referenced in project

SCR's

71 Plans agree with permit direction and

limitations.

PLANS IN GENERAL









Page 4 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

72 Appropriate units used (Metric or US

Cust.)

73 Do not use “Station” or “Sta” as a prefix

to station numbers.

74 Plan format consistent with Standard

Format for Plans, WFLHD Procedure

9.6.A-1, or deviations justified.

75 WLFHD Conventional Details and

symbology used consistently throughout

plans & legend employed as appropriate.



76 Match call outs for work items to pay item

descriptions

77 Current naming convention for plan

sheets employed.

78 Work item locations consistent

throughout plans

79 Schedules/Options identified (if used)

80 Offset curvature considered in quantity

calculations and measurement method

identified in specifications.

81 Cross reference sheet numbers, and

footnotes correct.

82 Notes are clear, concise, descriptive, and

brief. Use active voice within notes and

footnotes (i.e. Install, Construct, Place,

Protect). Do NOT include instructions

covered in the specifications or

information more appropriately placed in

specifications.

83 “Designed by”, “Checked by” and “Date”

is filled out on all sheets except Standard

Drawings. Included filename and date.



84 Applicable Standard Drawings included



85 Revise title block of Standard Drawing if

changes are made.

86 North arrow included on all plans

87 Details are readable with adequate

information

88 Boundary lines, State, County, City

Township, range, and section numbers

included, as applicable.

89 Ties to section corners should be shown

in the ROW plans not in construction

packet.

90 Show ownership in ROW drawings.

91 Scale is provided, as applicable. Graphic

scale bar is preferred.

92 Correct item numbers, descriptions, pay

units indicated.

93 Use correct number of decimal places in

the quantities (Contact Contract

Administration Specialist for guidance

and/or use Engineer Estimate pay item

listing for correct number of decimal

places).

94 Estimating values are shown in tables

where appropriate.

95 Summary table quantities are correlated

with plan-profile details and Summary of

Quantities.

96 Quantity totals are correct.









Page 5 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

97 Tabulations in quantity tables show how

a quantity is developed (station ranges,

etc.)

98 Tables are arranged by increasing pay

item number.

SECTION A

TITLE SHEET/VICINITY MAP

99 Title and project designation

100 Length of project (agrees with stationing

shown on vicinity map and on the plan

sheets)

101 County, State, National Park, Forest, etc.

noted as appropriate

102 Graphic scale bar shown

103 FP-XX specification reference or

standard specification to be used for the

project noted.

104 Type of construction identified

105 Design consultant logo and PE stamp, if

applicable. Place at lower left corner and

at less than 2/3 size of FHWA logo. Do

not show address or phone number on

logo.

106 Index to Sheets & Standard Drawings

107 Sheet description should match the

sheet’s title block.

108 Key map of state showing project

location, current map

Check design designation data:

109 * ADT

110 * Design years ADT

111 * Directional (D) if applicable

112 * % Trucks, if available

113 * V (speed)

114 * e(max)

115 Provision for dates and signatures for the

appropriate approving officials

LOCATION MAP (Title sheet or

Vicinity map)

116 Begin, Suspend, Resume, and End

Project stationing accurate

117 Schedules/Options identified (if used)

118 Dist. to nearest city

119 Material source, disposal areas, stockpile

sites, staging areas, storage areas, water

sources, etc. identified if government

furnished

120 Major roads, creeks, rivers, County,

National Parks, National Forest, and key

features identified and legible.

121 Scale is provided, as applicable. Graphic

scale bar is preferred.

CONVENTIONAL PLAN SYMBOLS

AND ABBREVIATIONS

122 Current edition

SECTION B

SUMMARY OF QUANTITIES

123 Allowances take into consideration

recommendations of Project

Development Design Manual and

accuracy of estimated quantities.

124 Plan quantity totals match support

documentation in the Design Book.









Page 6 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

125 Items of work paid for under the contract

quantity (CQ) provisions on Section 109

are identified.

126 Appropriate column headings labeled

and match plan sections

127 Quantities represented to the appropriate

decimal value.

SECTION C

TYPICAL SECTION(S)

Typical Section(s) (Include separate

typical sections for each differing type

of work as needed i.e.,

Reconstruction, subexcavation, 3R

section, guardrail, include changes in

design speed if applicable, etc.)

128 Profile grade point identified

129 Roadway width(s) (traveled way, extra

lanes, median, shoulder, total subgrade,

surfacing slopes, ditch, etc.)



130 Crown, foreslopes, ditch slopes, typical

cut and fill slopes, additional clearing,

other special slopes and dimensions

shown as needed.

131 Number of pavement lifts required per

material type and recommendations by

Materials

132 Proposed pavement structure shown.

Detail(s) used to clarify complex

pavement structures.

133 Clearing - seeding limits (lateral pay

limits clearly shown)

134 Identify the typical section as “Mainline”,

the roadway name, or a specific

approach road, along with appropriate

station ranges.

135 Subexcavation structural details

136 Slope rounding details

137 Note: Verify impacts of rounding

(wetland, tree line, etc.).

138 Widening tables (Such as curve widening

and rock fall ditches, etc), notes, or

details as appropriate

139 Include appropriate notes as outlined

under WFLHD procedure 9.6.A-1

SECTION D

PLAN & PROFILE SUMMARY TABLES



Overall Earthwork Summary Table

(usually on a separate sheet at the

beginning of the Plan and Profile

Section,) All relevant earthwork

quantities included:

140 Prism excavation and embankment

141 Topsoil stripping from cut/fill areas

142 Approach Roads

143 Unsuitable materials

144 Materials in the prism excavation

conserved for other uses (riprap, milling

quantities, materials sources, etc.)



145 Suitable material generated from

retaining walls, special drainage work,

etc., that is otherwise unaccounted for









Page 7 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

146 Correlation with plan-profile stationing

(left or right, etc.)

147 Excavation and embankment for

temporary traffic control widening

considered in quantities and noted on

plans.

148 Quantities agree with Geopak design

data printouts or hand calculations

149 Applicable footnotes included for topsoil,

widening, aprons, turnouts, catch basins,

etc.)

Related Summary tables:

150 Clearing and grubbing

151 Placing conserved topsoil

152 Revegetation (Seeding/mulching)

153 Geotextiles (if not included elsewhere)

154 Sub-excavation quantities

155 Obliteration of old roadways (if not

included elsewhere

PLAN VIEW

156 Avoid dividing major structures, highway

intersections, interchanges, or grade

separations between sheets.

157 Beginning and end of work (Project

number, road name, stations, elevations,

and coordinates shown)

158 Utility ownerships and contact

information, address and phone numbers

shown

159 “Line as Staked and to be Constructed”

note or “Line to be Constructed”

according to 152 requirements.



160 Edge of existing pavement shown if

applicable

161 Slope stake limits shown.

162 Right-of-way limits and easements are

shown. Identify all ownerships for right of

way purposes. Add the following note to

the plan section of P&P sheets: “Refer to

XXXXX(project name and number) Right-

of-Way Plans for permanent and

construction easement boundary

locations and descriptions”

163 Curve data, stationing, and bearings

shown

164 Superelevation rate shown for each curve



165 Use Control Point (CP) symbol and

symbol name on plan. Coordinates and

elevations usually shown in Control Point

table.

166 Graphically show proposed locations of

culvert pipe (with skew), guardrail, walls,

and other proposed work items. Use

approved symbols. Curbing is optional

however represent graphically if primary

item of work. If item is shown in profile,

no note is needed in plan view. Include

reference to other sections in note if

applicable.









Page 8 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

167 Existing features such as streams, lakes,

buildings, bridges, signs, fences, utilities

and other relevant culture shown and

labeled as appropriate



168 Connection details shown for each end of

the project and referenced

169 Road approaches shown (location

symbol with type, width, and grade)

170 Bridge sites shown and cross-referenced

to bridge plans

171 Show companion sites (turnouts, parking

areas, etc.) mainline stationing,

centerline, outline, and slope stake limits.



172 Show removal items as a note and show

in table as applicable

173 Show Roadway obliteration locations with

a note and show in table as applicable



174 Riprap symbology shown

175 Show legend on first P&P sheet

176 Include reference to project right-of-way

plans for easement boundary locations

and descriptions.

PROFILE VIEW

177 Grid elevations labeled. Profile breaks

included as needed.

178 Existing ground lines and new profile

grade shown and labeled.

179 Beginning and end of work (stations and

elevations) matches plan view.

180 VPI information, K values, length of

verticle curves, grades and Safe

Stopping Distance shown for each curve.



181 Special ditches, subexcavations guardrail

and terminals and underdrains shown in

bar graph or on separate detail sheets.

Show exact stations, lengths, elevations,

and other information.



182 Unadjusted excavation and embankment

quantities shown along bottom of sheet.

Break the earthwork bars at the end of a

cut or fill run.

183 Show Bridges and major structure outline

only in the proper location and reference

to appropriate drawings.

184 New culvert station and size shown.

Position agrees with plan.

185 Culverts to be deleted and/or replaced

186 Hydraulic information [Q50 and HW/D]

shown for large culverts (1200 mm (48”)

and larger)

Location bars along top of profile:

187 Guardrail and end treatments, indicate

right or left side of centerline

188 Special ditch locations

189 Bituminous curbs and inlets/outlets

190 Fences and gates (only if not shown on

the plan or in a separate section of the

plans).

SECTION E (if applicable)

ROAD APPROACHES









Page 9 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

Major approach roads (those needing

plan and profile sheet)

191 Plan and profile sheets meet same

requirements as for mainline sheets

192 Typical section identified (detail shown on

sheet if not cross-referenced to other

detail)

193 Cross reference to mainline stationing is

correct

194 Profile grade matches mainline grade

and superelevation rate.

195 Radii adequate for intended use of the

approach

196 Drainage adequate

197 Quantities shown on sheet or in overall

approach road summary table

Minor Approach Roads

198 Current standard drawings/conventional

drawings included



199 Approach road symbol on mainline plan

is correct (station, type, and grade)



200 Widths and radii dimensioned and

referenced

201 Approach road details match agreements

contained in the right-of-way agreements

with each landowner. Coordinate with

ROW section.

202 Include approach road data table and

details for dimensions.

203 Parking area plans checked for sufficient

turning and back-up movement widths.

Sufficient stall and island widths.



204 Provide elevations and coordinate for

critical points within parking areas, if

centerline and staking notes area not

provided. Include note stating,

“Elevations shown are to finished grade

unless otherwise noted”

205 ADA requirements considered in parking

area designs.

SECTION F (if applicable)

EROSION CONTROL PLAN

206 Tabulate temporary erosion control

quantities.

207 Special drawings included of plan layout

for entire project. (Same layout as plan

view from the P&P sheets - two plan

views per sheet)

208 Include temporary erosion control legend

on first plan layout sheet.

209 Existing features shown as applicable

(edge of road, wetlands, etc..)

210 Existing contours and all existing

drainage features shown

211 Proposed roadway centerline and

stationing including all approach roads

212 Staking or clearing limits

213 All proposed drainage structures, ditches,

etc. shown

214 All temporary erosion control measures

noted









Page 10 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

215 Drawings match NPDES permit

requirements

216 Include tempoarary diversion channel

standard sheet or revised details

217 Include standard or created erosion

control detail sheets, i.e. sediment traps,

sediment wattles, silt fence, straw bales,

filter berm details, etc.

218 Wetland mitigation sheets: tabulation of

quantities, Wetland plan sheets, area

sections as necessary, Planting plan

sheets, planting details, etc.

SECTION G (if applicable)

MATERIAL SOURCES AND/OR

DISPOSAL AREAS

219 Source number and reference to

geotechnical report for government

furnished sources.

220 Survey control (Base line) shown

221 Location of borings shown

222 Source development boundary shown

223 Show boundaries of main extraction area.



224 Source development typical section(s) as

applicable

225 Original ground line and finished grade

line. Include benching requirements.

226 Maximum final slopes ratio, provision for

drainage, etc.

227 Stripping notes

228 Seeding plan

229 Show proposed finish contours and

indicate areas of disturbance as well as

quantities to be removed.

230 Provide proposed finish profile(s)

sufficient to clearly indicate the scope of

work.

231 Include benching details in agreement

with state and federal quarry and pit

development standards as referenced in

Geotechnical report

232 Show disposal/stockpile of overburden

material

233 Source development & rehab information

consistent with Geotechnical Report.



234 Include revegetation and/or rehabilitation

plans to ensure proper drainage and

restoration of the site after disturbance.

Coordinate with project permits.



SECTION H (if applicable)

SUMMARY OF DRAINAGE

QUANTITIES

235 Include culvert stations and Estimated

maximum cover

236 Estimated structural excavation

237 End treatments shown (end section, drop

inlet, elbow, bevel, etc.)

238 Outlet treatment shown (riprap, etc.)

239 Alternate materials indicated (e.g.

aluminum, plastic, concrete) on

tabulation of drainage quantities.

240 Using current version of standard

Tabulation of Drainage spreadsheet









Page 11 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

241 Temporary culvert/diversion channels

considered.

242 Underdrain included in table (may be a

separate summary table elsewhere

depending on quantity)

243 Small culvert designs consistent with

PDDM recommendations

244 Indicate location of cultverts to be

removed and not replaced with new

245 Differentiate between general notes and

footnotes at the bottom of each sheet.



246 Show sheet totals for each pay item

number and coordinate with project totals

on last tabulation sheet.

Major drainage culverts

(1200 mm [48”] or greater) and fish

passage culverts:

247 Hydraulic recommendations followed

(hydraulic information, slope, length, and

invert elevations shown on plan/profile)



248 Headwalls (concrete or riprap) provided

for all culverts 1200 mm or larger.

Quantities shown. Standard drawings

referenced as needed. Smaller culverts

may have headwalls.

249 Drawings agree with permit requirements



250 Estimated informational quantities shown

.

251 Show skew angle measure from a line

perpendicular to centerline.

Riprap and outlet control system

details

252 Estimated quantities shown

253 Class of riprap per hydraulic

recommendations

254 Geotextiles shown and proper type

specified

Aquatic organism passage culverts

255 Flow information at the bottom of the

sheet matches permit constraints.

256 References shown for details on other

sheets

257 Structural foundation details included in

the section as necessary

258 End treatments shown (concrete collar,

conc. headwall, riprap, etc.)

259 Outlet control system details includeed as

per Hydraulics recommendation



260 Material composition defined for

placement inside structure.

261 Stone sills detailed and quantities shown



262 Energy dissipatorand riprap ditch details

included as required.

263 Standard pipe culvert details included

and current version used.

SECTION I (if applicable)

GUARDRAIL

264 Constructible details included (paving to

the face of the post, base materials

beyond, etc)









Page 12 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

SECTION J (if applicable)

FENCES, GATES & CATTLE GUARDS



265 Special drawing included showing fence

details (if different than standard details).

Other current standard

drawings/conventional details included.

266 Fencing, gate, and cattle guard details

match agreements contained in the right-

of-way agreements with each landowner.



SECTION K (if applicable)

RETAINING WALLS

Special drawings included showing:

267 Horizontal relationship to roadway

centerline (if not shown elsewhere)

268 Typical cross sections, showing

excavation limits, special backfill zones,

geotextiles, etc.

269 Vertical elevation of the face of the wall in

relationship to the profile grade, including

stationing and elevations.

270 General wall details (may be

standard/conventional detail drawings)

271 Special wall details applicable to this

specific project

272 Guardrail installation considered in wall

design/layout

273 Temporary traffic control considered in

wall design/layout. (Details may be

contained in the Temporary Traffic

Control Section)

274 Informational quantities included.

275 revegetation treatment considered in the

design

276 Underdrain system included in wall

design.

277 Foundation material included as

necessary at base of wall

278 Armoring at toe of wall included as

necessary

279 Revegetation placed in front of wall for

visual concerns considered.

SPECIAL SLOPE DESIGNS

Special drawings included showing:

280 Horizontal relationship to roadway

centerline (if not shown elsewhere)

281 Typical cross-sections, showing

excavation limits, rock buttresses, rock

blankets, catch basins, special drainage

details, etc.

282 Stationing agrees with plan and profile

sheets.

283 Bridge scour countermeasures, such as

riprapshown, if not provided elsewhere.



SECTION M (if applicable)

LANDSCAPING PLANS

284 Other agency drawings match WFLHD’s

Standard Format for Plans

SECTION N (if applicable)

TEMPORARY TRAFFIC CONTROL

285 Project termini signing included

286 Special detour signing plan (if needed)









Page 13 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

287 Special one-lane road signing plan (if

needed)

288 All sign symbols defined

289 Sign designations conform to MUTCD. If

not, special details are included or

referenced for each special sign.

290 Temporary striping quantities consistent

with special contract requirements

Striping plans included.

291 Necessary regulatory speed adjustments

during the construction phase have been

adequately addressed



292 Application of temporary concrete

barriers vs. a series of drums or cones

considered.

293 Use of signal lighting systems considered



294 Fillets of backfill requirements at

pavement drop-off locations spelled out.



295 Approval obtained from other agencies

for construction signs within their

jurisdictions.

296 High-level warning devices (flags and/or

warning lights) provided for advance

detour signing or other special

construction circumstances.

297 Pedestrian and bicycle signing and traffic

control devices considered.

298 Sign Quantity for multiple set-ups and

stages or relocation accounted for

(signing, devices, striping, etc.)

299 Install signs according to Detail WM635-2

and Part 6 of the “Manual on Uniform

Traffic Control Devices (MUTCD)”,

current edition.

300 Temporary concrete barriers designed

with proper flare rates and offsets to

terminal ends.

301 Advanced warning signs included where

applicable

SECTION O (if applicable)

PERMANENT SIGNING

302 Special drawings included showing plan

centerline stationing with each permanent

sign located and identified.

303 All sign symbols defined

304 Permanent sign locations can physically

be placed where indicated

305 All sign installations within the clear zone

are break-away or shielded with guardrail



306 Furnish and install signs meeting the

requirements of the latest edition of the

“Manual on Uniform Traffic Control

Devices (MUTCD)”, “Standard Highway

Signs” Book. Add Forest Service, Park

Service or any other sign reference that

you used to develop permanent traffic

control.

307 Incorporate any special signing from

client agencies.









Page 14 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

308 Permanent traffic control signs locations

shown on a location plan, double plan

sheet

309 Sign number, MUTCD designation,

location station shown on permanent sign

plan

PERMANENT STRIPING

310 Location of No Passing zones shown in

table format or on a plan view of the

alignment.

311 Plan shows typical striping details (width,

spacing, etc.) coordinate dimensions

and spacing with regulatory agency

responsible for the road.



312 Plan shows special pavement marking

details (stop bars, cross walks, arrows,

etc.)

313 Allowance made for two applications as

described in Subsection 634.13

314 Permanent sign installation details

included for posts to be used.

315 Delineators details included as

appropriate

SECTION P (if applicable)

BRIDGE PLANS

316 Stationing, superelevation, and grade

match plan & profile

317 Bridge quantities shown – contract

quantities identified

318 Hydraulic information shown

319 Standard bridge loading and bridge width

provided

320 Concrete Strength Consistent with SCR



Riprap details:

321 Class of riprap per hydraulic

recommendations

322 Placement dimensions per hydraulic

recommendations

323 Geotextiles shown and proper type

specified

324 Quantities shown

325 Guardrail/bridge rail pay lengths clearly

shown

SECTION Q.

Miscellaneous Items (if applicable)

326 Appropriate details have been

incorporated in the plan (obliteration,

boulders, benches, utilities, facilities,

etc…)

SPECIAL CONTRACT

REQUIREMENTS

327 SCR is the latest edition in the Library of

Specifications

328 All cross references are correct

329 Use Active Voice imperative mood

330 Check Measurement with how quantity is

calculated.

331 Define in Measurement, how items are

measured for payment.

332 Check items with structural excavation to

determine if Section 208 or 209 should

be referenced.









Page 15 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

333 Check sampling and testing tables for

correct item descriptions and applicable

tests

334 Material specifications cited for all unique

materials not contained in the FP

standard specifications

335 Hauling and access restrictions or

requirements spelled out. Any imposed

weight limits have been verified with the

client.

336 Rush hour, holiday weekends, or night

restrictions/requirements spelled out.

Need for noncompliance penalty

considered.

337 Required advance notice for lane or

roadway closures spelled out.

338 Seed type, rates, and seeding seasons

coordinated with client for permanent and

temporary seeding. If revegetation is to

be completed by others, this should be

clearly incicated. Include coordination

requirement for construction contractor

with those applying seed and

revegetation.



339 Stone masonry type, class, size,

roughness, etc. coordinated with State

DOT or Park if necessary

340 Utility coordination details

341 Lump sum pay items clearly identify and

describe the work included

342 101 Terms – appropriate State holidays

included

105 Control of Materials

343 Material sources clearly identified as

“optional” or “mandatory”, government

furnished or no government furnished

sites.

344 Sufficient staging area space for the

Contractor to perform operations or

documentation of a deficiency of space

and contractor must locate.

345 Water sources clearances obtained or

documented as not furnished by the

government.

106 Acceptance of Work - check

acceptance on all items:

346 Ø 106.02 Visual Inspection

347 Ø 106.03 Certification

348 Ø 106.04 Measured & Tested for

Conformance

349 Ø 106.05 Statistical Evaluation

107 Legal Relations and

Responsibility:

350 Contractor responsibilities clearly

delineated with regard to known

archaeological sites and endangered

species.

351 Contractor coordination and/or advance

notice with utilities clearly spelled out



352 Contractor coordination/requirements

with other Contractors clearly spelled out.









Page 16 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

353 Material sources have appropriate

clearances

354 Restrictions for working within streams

clearly spelled out

355 108 Prosecution and Progress – Work

limitations/restrictions clearly spelled out

and/or referenced to other Sections of the

SCRs.

356 152 Survey and Staking – Staking

requirements and basis of payment are

clear. Items requiring staking iterations

clearly identified

357 152 Survey and Staking Responsibilities

between Govt. and Contractor are clearly

defined

156 Public Traffic:

358 Requirements for accommodating public

traffic clearly spelled out as well as

limitations on the Contractor’s operations.



359 Responsibility for maintenance during

winter shut down clear.

360 Condition of roadway at winter shutdown

is clear.

157 Erosion Control:

361 Responsibility and payment for

maintenance is clear and consistent with

permits

362 Is turbidity monitoring necessary?

363 Is temporary turf addressed properly in

type and quantity?

364 158 Watering for Dust Control - List

watering sources and applicable

restrictions from permits.

365 201 Clearing and Grubbing – Disposal of

merchantable timber from National

Forest/private lands clearly spelled out

and in accordance with the ROW

agreements.

366 203 Removal of Structures and

Obstructions – Removal and salvage

requirements clearly spelled out,

including locations to place the salvaged

materials and contacts (name/phone

number) as appropriate.

367 203 Check Environmental Documents

and Permits for special requirements for

disposing of material (203.05)

368 204 Excavation and Embankment -

Requirements for conserving and

stockpiling topsoil clearly spelled out.

Requirements for disposal of

unsuitable/excess materials spelled out

and waste site specified.

369 602 Culverts and Drains - Match material

requirements to available drainage

material listed in the Summary of

Drainage Sheets.

370 700 – Material Specifications. Materials

specifications cited for all unique

materials not contained in the FP

Standard Specifications.









Page 17 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

371 718 Traffic Signing and Marking Material.

- High intensity sheeting for signs,

barricades, drums, and cones considered

for anticipated night work

372 Sole Source items identified and

justifications prepared.

ESTIMATE

373 Estimate unit prices justified with

supporting documentation (UPA, supplier

quotes, etc.). Documentation is included

in the design book.

374 Lump Sum amounts documented in the

Design Book and reflect the work

identified in the Lump Sum item.

375 Incentive Pay Items identified and costs

included in the estimate.

376 Mathematical extensions of costs for

each item and the overall total cost are

correct.

377 Construction estimate within program

funds of justification provided

378 Quantities calculations for each bid item

are documented and included in the

design book.

379 Partnering cost included on Engineer

Estimate cover sheet

CPM CONSTRUCTION SCHEDULE

380 Holidays and other non-work days

identified and included in the schedule

381 Environmental and permit

restrictions/limitations/clearances

included in the schedule, including off-

project sources.

382 Limitation of construction operations

(Section 108) included in the schedule

383 Weather limitations observed and

included in the schedule. (priming and

paving late in the construction season

avoided, etc.)

384 Time included for submittal review(s) and

approval(s)

385 Production rates documented in the

project Design Book and/or included in

the CPM notes

386 Sequence of construction activities is

logical. Series activities are broken into

parallel activities with appropriate lag

time (i.e., grading may begin after

sufficient clearing and grubbing is

accomplished, even though all of the

clearing and grubbing is not complete;

placement of crushed aggregate base

may begin after completion of a

reasonable length of subgrade even

though all of the subgrade is not

complete, etc.)

387 Concrete curing times accounted for.

SIGNOFF PACKAGE

388 Refer to Signoff Review Checklist

PE HOLD FILE

389 Refer to PE HOLD File for Checklist

390 Check 10% of all construction staking

notes. Include in 10% Check turnout,

parking areas, and any other special

widening.









Page 18 of 154

Project Name

Project Number



Preliminary Design Review

Activities Completed Designer: QA Reviewer:

Total Completed: 0 0

Incomplete: 94 94 (0 comments) (0 comments)

QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments

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Page 37 of 154

Project Name

Project Number



Intermediate Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 170 170 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

DESIGN CRITERIA

HORIZONTAL ALIGNMENT

1 Adequate spiral length provided.

2 Broken-back curves avoided

3 Compound curves avoided. No Point on

Curve (POC).

4 Minimum curve length for small central

angles provided.

5 Stopping sight distance meets design

criteria.

6 Unique stationing for designed

approaches and secondary roads.

VERTICAL ALIGNMENT

7 Grades are a minimum of 0.5%. Flatter

grades of 0.3% may be allowed if justified

(paved road, adequately sloped, with firm

subgrade).

8 Stopping sight distance for crest and sag

curves meets design criteria

9 Decision sight distance documented

10 Vertical curve length rounded

11 Minimum length of vertical curve

provided. (K value)

12 Ditch profile – Hydralics input

documented (Check if special ditches are

needed for drainage) Input from

Hydraulics for special ditches and ditch

armoring.

13 Minimum gradient for curbed sections

provided.

14 Drop inlets located properly in curb

sections

15 Overhead utility crossings addressed

16 Horizontal and vertical curves

superimposed

ALIGNMENT CONSISTENCY

17 Horizontal and vertical alignments match

criteria and exceptions listed on WFLHD-

3 (Western Federal Lands Highway

Division Highway Design Standards)



18 Coordinate horizontal and vertical

alignments in accordance with AASHTO

Green Book and Low Volume Local

Roads manual.

19 Design horizontal curves to be longer

than superimposed vertical curves.

20 Ensure variation in operating speed

between long curves or long tangents

(>500 m) and the adjacent curves is less

than 20 km/hr (10 mph)

21 Proper connection to structure(s) and

existing roadway.

SUPERELEVATION

22 Super-elevation meets AASHTO

standards.

23 Super elevation rate agrees with WFLHD-

3 document.

24 Snow and ice conditions considered in

the selection of the maximum super-

elevation rate.

25 Super-elevation distributed correctly on

simple curves. Use appropriate

distribution based on design speed.









Page 38 of 154

Project Name

Project Number



Intermediate Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 170 170 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

26 Minimum length of superelevation runoff

provided according to AASHTO

27 Super-elevation run out is at the same

rate as super-elevation runoff or flatter.

28 Designer has checked and modified the

Geopak generated superelevation input

file as necessary.

29 Roll over is less than or equal to 8%

between traveled way and shoulder?

30 Ensure compound curves are sized and

superelevated correctly?

CROSS SECTION

31 Foreslopes provided according to

AASHTO (1:4 or flatter preferred; 1:3

steepest)

32 Ditch slopes match foreslopes and

provide a 1’ (0.3m) minimum ditch depth

below the subgrade shoulder.

33 Aesthetic cut and fill slope ratio guideline

followed.

34 Curve widening provided and listed on

plans.

35 Clear zone width criteria met.

36 Standard lane, shoulder, and median

widths being proposed, or exceptions are

documented.

37 Temporary pavement structure adequate

for both public and construction traffic.

Obtain input and documentation from

Materials and Geotechnical specialists.



38 Proper offset provided between travel

lane and raised islands. Proper median

opening widths provided.

39 Designed to accommodate guardrail flare

rates & offsets to terminal ends

40 Pedestrian and bicycle safety considered

(proper separation between travel way

and bicycle/pedestrian facilities, proper

width of facility etc.)

41 Sufficient distance provided behind

roadside barriers for deflection

42 Above ground appurtenances and

equipment operation considered for

construction conflicts

43 Existing utility locations considered for all

work both above and below ground Show

their locations and relocate utilities as

necessary. Utility agreements

considered in plan preparation.



44 Widening for mailboxes, turnouts,

parking areas, etc., provided

45 Document shrink/swell factors utilized to

determine earthwork balance or

quantities.

46 Guardrail sections are consistent with

standard drawings where applicable

47 Retaining walls plotted on cross sections



48 Rock buttresses, rock blankets, rock

catch basins, special drainage details,

etc., shown on plans

49 Catch basins accounted for in earthwork

design and quantities









Page 39 of 154

Project Name

Project Number



Intermediate Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 170 170 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

50 Plotted drainage cross-sections available

for all minor drainage culvert pipes

(plotted along the skew as needed).



51 Cross sections included underdrains,

drop inlet structures, and approach road

grades.

INTERSECTIONS

52 Identify critical and design vehicles

53 Intersecting roadway angles meet

AASHTO standards, or exceptions are

documented

54 Design platform area of sufficient length

for critical vehicles coming to a stop

condition. (±2% design desirable)



55 Minimum stopping sight distances at

intersections provided.

56 Proper turning radii and widths employed.



57 Sufficient acceleration/deceleration lane

lengths for speed conditions and storage

included where necessary.

RIGHT-OF-WAY

58 ROW limits shown on the plans are

correct, properly labeled, and match the

ROW plans for acquisition

59 Construction easements (temporary &

permanent) identified. Right-of-Way and

Utility Section to provice based on

design. Easement includes construction

of driveways, drainage structures, outlet

or inlet ditches, temporary diversion

channels, and sediment basins, etc.



60 ROW fences included where necessary



61 Clearing limits are contained within the

ROW/construction easement limits.

62 ROW includes sight triangle at

intersections.

UTILITIES

63 Utility agreements are incorporated or

documented as necessary

64 Overhead utility crossings considered for

height restrictions

65 Check existing utility locations for

conflicts.

WFLHD-3 -DESIGN STANDARDS AND

EXCEPTIONS FORM

66 WFLHD-3 completed with design

exceptions noted and justified.

67 WFLHD-3 is completed with all

necessary signatures

68 Design agrees with approved WFLHD-3



ENVIRONMENTAL CLEARANCE

69 Completed Environmental Checklist

provided by environment.

70 Permit restrictions referenced in project

SCR's

71 Plans agree with permit direction and

limitations.

PLANS IN GENERAL









Page 40 of 154

Project Name

Project Number



Intermediate Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 170 170 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

72 Appropriate units used (Metric or US

Cust.)

73 Do not use “Station” or “Sta” as a prefix

to station numbers.

74 Plan format consistent with Standard

Format for Plans, WFLHD Procedure

9.6.A-1, or deviations justified.

75 WLFHD Conventional Details and

symbology used consistently throughout

plans & legend employed as appropriate.



76 Match call outs for work items to pay item

descriptions

77 Current naming convention for plan

sheets employed.

78 Work item locations consistent

throughout plans

79 Schedules/Options identified (if used)

80 Offset curvature considered in quantity

calculations and measurement method

identified in specifications.

81 Cross reference sheet numbers, and

footnotes correct.

82 Notes are clear, concise, descriptive, and

brief. Use active voice within notes and

footnotes (i.e. Install, Construct, Place,

Protect). Do NOT include instructions

covered in the specifications or

information more appropriately placed in

specifications.

83 “Designed by”, “Checked by” and “Date”

is filled out on all sheets except Standard

Drawings. Included filename and date.



84 Applicable Standard Drawings included



85 Revise title block of Standard Drawing if

changes are made.

86 North arrow included on all plans

87 Details are readable with adequate

information

88 Boundary lines, State, County, City

Township, range, and section numbers

included, as applicable.

89 Ties to section corners should be shown

in the ROW plans not in construction

packet.

90 Show ownership in ROW drawings.

91 Scale is provided, as applicable. Graphic

scale bar is preferred.

92 Correct item numbers, descriptions, pay

units indicated.

93 Use correct number of decimal places in

the quantities (Contact Contract

Administration Specialist for guidance

and/or use Engineer Estimate pay item

listing for correct number of decimal

places).

94 Estimating values are shown in tables

where appropriate.

95 Summary table quantities are correlated

with plan-profile details and Summary of

Quantities.

96 Quantity totals are correct.









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COMMENTS DNC DESIGNER REVIEWER Designer Comments

97 Tabulations in quantity tables show how

a quantity is developed (station ranges,

etc.)

98 Tables are arranged by increasing pay

item number.

SECTION A

TITLE SHEET/VICINITY MAP

99 Title and project designation

100 Length of project (agrees with stationing

shown on vicinity map and on the plan

sheets)

101 County, State, National Park, Forest, etc.

noted as appropriate

102 Graphic scale bar shown

103 FP-XX specification reference or

standard specification to be used for the

project noted.

104 Type of construction identified

105 Design consultant logo and PE stamp, if

applicable. Place at lower left corner and

at less than 2/3 size of FHWA logo. Do

not show address or phone number on

logo.

106 Index to Sheets & Standard Drawings

107 Sheet description should match the

sheet’s title block.

108 Key map of state showing project

location, current map

Check design designation data:

109 * ADT

110 * Design years ADT

111 * Directional (D) if applicable

112 * % Trucks, if available

113 * V (speed)

114 * e(max)

115 Provision for dates and signatures for the

appropriate approving officials

LOCATION MAP (Title sheet or

Vicinity map)

116 Begin, Suspend, Resume, and End

Project stationing accurate

117 Schedules/Options identified (if used)

118 Dist. to nearest city

119 Material source, disposal areas, stockpile

sites, staging areas, storage areas, water

sources, etc. identified if government

furnished

120 Major roads, creeks, rivers, County,

National Parks, National Forest, and key

features identified and legible.

121 Scale is provided, as applicable. Graphic

scale bar is preferred.

CONVENTIONAL PLAN SYMBOLS

AND ABBREVIATIONS

122 Current edition

SECTION B

SUMMARY OF QUANTITIES

123 Allowances take into consideration

recommendations of Project

Development Design Manual and

accuracy of estimated quantities.

124 Plan quantity totals match support

documentation in the Design Book.









Page 42 of 154

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COMMENTS DNC DESIGNER REVIEWER Designer Comments

125 Items of work paid for under the contract

quantity (CQ) provisions on Section 109

are identified.

126 Appropriate column headings labeled

and match plan sections

127 Quantities represented to the appropriate

decimal value.

SECTION C

TYPICAL SECTION(S)

Typical Section(s) (Include separate

typical sections for each differing type

of work as needed i.e.,

Reconstruction, subexcavation, 3R

section, guardrail, include changes in

design speed if applicable, etc.)

128 Profile grade point identified

129 Roadway width(s) (traveled way, extra

lanes, median, shoulder, total subgrade,

surfacing slopes, ditch, etc.)



130 Crown, foreslopes, ditch slopes, typical

cut and fill slopes, additional clearing,

other special slopes and dimensions

shown as needed.

131 Number of pavement lifts required per

material type and recommendations by

Materials

132 Proposed pavement structure shown.

Detail(s) used to clarify complex

pavement structures.

133 Clearing - seeding limits (lateral pay

limits clearly shown)

134 Identify the typical section as “Mainline”,

the roadway name, or a specific

approach road, along with appropriate

station ranges.

135 Subexcavation structural details

136 Slope rounding details

137 Note: Verify impacts of rounding

(wetland, tree line, etc.).

138 Widening tables (Such as curve widening

and rock fall ditches, etc), notes, or

details as appropriate

139 Include appropriate notes as outlined

under WFLHD procedure 9.6.A-1

SECTION D

PLAN & PROFILE SUMMARY TABLES



Overall Earthwork Summary Table

(usually on a separate sheet at the

beginning of the Plan and Profile

Section,) All relevant earthwork

quantities included:

140 Prism excavation and embankment

141 Topsoil stripping from cut/fill areas

142 Approach Roads

143 Unsuitable materials

144 Materials in the prism excavation

conserved for other uses (riprap, milling

quantities, materials sources, etc.)



145 Suitable material generated from

retaining walls, special drainage work,

etc., that is otherwise unaccounted for









Page 43 of 154

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COMMENTS DNC DESIGNER REVIEWER Designer Comments

146 Correlation with plan-profile stationing

(left or right, etc.)

147 Excavation and embankment for

temporary traffic control widening

considered in quantities and noted on

plans.

148 Quantities agree with Geopak design

data printouts or hand calculations

149 Applicable footnotes included for topsoil,

widening, aprons, turnouts, catch basins,

etc.)

Related Summary tables:

150 Clearing and grubbing

151 Placing conserved topsoil

152 Revegetation (Seeding/mulching)

153 Geotextiles (if not included elsewhere)

154 Sub-excavation quantities

155 Obliteration of old roadways (if not

included elsewhere

PLAN VIEW

156 Avoid dividing major structures, highway

intersections, interchanges, or grade

separations between sheets.

157 Beginning and end of work (Project

number, road name, stations, elevations,

and coordinates shown)

158 Utility ownerships and contact

information, address and phone numbers

shown

159 “Line as Staked and to be Constructed”

note or “Line to be Constructed”

according to 152 requirements.



160 Edge of existing pavement shown if

applicable

161 Slope stake limits shown.

162 Right-of-way limits and easements are

shown. Identify all ownerships for right of

way purposes. Add the following note to

the plan section of P&P sheets: “Refer to

XXXXX(project name and number) Right-

of-Way Plans for permanent and

construction easement boundary

locations and descriptions”

163 Curve data, stationing, and bearings

shown

164 Superelevation rate shown for each curve



165 Use Control Point (CP) symbol and

symbol name on plan. Coordinates and

elevations usually shown in Control Point

table.

166 Graphically show proposed locations of

culvert pipe (with skew), guardrail, walls,

and other proposed work items. Use

approved symbols. Curbing is optional

however represent graphically if primary

item of work. If item is shown in profile,

no note is needed in plan view. Include

reference to other sections in note if

applicable.









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Incomplete: 170 170 (0 comments)

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COMMENTS DNC DESIGNER REVIEWER Designer Comments

167 Existing features such as streams, lakes,

buildings, bridges, signs, fences, utilities

and other relevant culture shown and

labeled as appropriate



168 Connection details shown for each end of

the project and referenced

169 Road approaches shown (location

symbol with type, width, and grade)

170 Bridge sites shown and cross-referenced

to bridge plans

171 Show companion sites (turnouts, parking

areas, etc.) mainline stationing,

centerline, outline, and slope stake limits.



172 Show removal items as a note and show

in table as applicable

173 Show Roadway obliteration locations with

a note and show in table as applicable



174 Riprap symbology shown

175 Show legend on first P&P sheet

176 Include reference to project right-of-way

plans for easement boundary locations

and descriptions.

PROFILE VIEW

177 Grid elevations labeled. Profile breaks

included as needed.

178 Existing ground lines and new profile

grade shown and labeled.

179 Beginning and end of work (stations and

elevations) matches plan view.

180 VPI information, K values, length of

verticle curves, grades and Safe

Stopping Distance shown for each curve.



181 Special ditches, subexcavations guardrail

and terminals and underdrains shown in

bar graph or on separate detail sheets.

Show exact stations, lengths, elevations,

and other information.



182 Unadjusted excavation and embankment

quantities shown along bottom of sheet.

Break the earthwork bars at the end of a

cut or fill run.

183 Show Bridges and major structure outline

only in the proper location and reference

to appropriate drawings.

184 New culvert station and size shown.

Position agrees with plan.

185 Culverts to be deleted and/or replaced

186 Hydraulic information [Q50 and HW/D]

shown for large culverts (1200 mm (48”)

and larger)

Location bars along top of profile:

187 Guardrail and end treatments, indicate

right or left side of centerline

188 Special ditch locations

189 Bituminous curbs and inlets/outlets

190 Fences and gates (only if not shown on

the plan or in a separate section of the

plans).

SECTION E (if applicable)

ROAD APPROACHES









Page 45 of 154

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Activities Completed Designer:

Total Completed: 0 0

Incomplete: 170 170 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

Major approach roads (those needing

plan and profile sheet)

191 Plan and profile sheets meet same

requirements as for mainline sheets

192 Typical section identified (detail shown on

sheet if not cross-referenced to other

detail)

193 Cross reference to mainline stationing is

correct

194 Profile grade matches mainline grade

and superelevation rate.

195 Radii adequate for intended use of the

approach

196 Drainage adequate

197 Quantities shown on sheet or in overall

approach road summary table

Minor Approach Roads

198 Current standard drawings/conventional

drawings included



199 Approach road symbol on mainline plan

is correct (station, type, and grade)



200 Widths and radii dimensioned and

referenced

201 Approach road details match agreements

contained in the right-of-way agreements

with each landowner. Coordinate with

ROW section.

202 Include approach road data table and

details for dimensions.

203 Parking area plans checked for sufficient

turning and back-up movement widths.

Sufficient stall and island widths.



204 Provide elevations and coordinate for

critical points within parking areas, if

centerline and staking notes area not

provided. Include note stating,

“Elevations shown are to finished grade

unless otherwise noted”

205 ADA requirements considered in parking

area designs.

SECTION F (if applicable)

EROSION CONTROL PLAN

206 Tabulate temporary erosion control

quantities.

207 Special drawings included of plan layout

for entire project. (Same layout as plan

view from the P&P sheets - two plan

views per sheet)

208 Include temporary erosion control legend

on first plan layout sheet.

209 Existing features shown as applicable

(edge of road, wetlands, etc..)

210 Existing contours and all existing

drainage features shown

211 Proposed roadway centerline and

stationing including all approach roads

212 Staking or clearing limits

213 All proposed drainage structures, ditches,

etc. shown

214 All temporary erosion control measures

noted









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NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

215 Drawings match NPDES permit

requirements

216 Include tempoarary diversion channel

standard sheet or revised details

217 Include standard or created erosion

control detail sheets, i.e. sediment traps,

sediment wattles, silt fence, straw bales,

filter berm details, etc.

218 Wetland mitigation sheets: tabulation of

quantities, Wetland plan sheets, area

sections as necessary, Planting plan

sheets, planting details, etc.

SECTION G (if applicable)

MATERIAL SOURCES AND/OR

DISPOSAL AREAS

219 Source number and reference to

geotechnical report for government

furnished sources.

220 Survey control (Base line) shown

221 Location of borings shown

222 Source development boundary shown

223 Show boundaries of main extraction area.



224 Source development typical section(s) as

applicable

225 Original ground line and finished grade

line. Include benching requirements.

226 Maximum final slopes ratio, provision for

drainage, etc.

227 Stripping notes

228 Seeding plan

229 Show proposed finish contours and

indicate areas of disturbance as well as

quantities to be removed.

230 Provide proposed finish profile(s)

sufficient to clearly indicate the scope of

work.

231 Include benching details in agreement

with state and federal quarry and pit

development standards as referenced in

Geotechnical report

232 Show disposal/stockpile of overburden

material

233 Source development & rehab information

consistent with Geotechnical Report.



234 Include revegetation and/or rehabilitation

plans to ensure proper drainage and

restoration of the site after disturbance.

Coordinate with project permits.



SECTION H (if applicable)

SUMMARY OF DRAINAGE

QUANTITIES

235 Include culvert stations and Estimated

maximum cover

236 Estimated structural excavation

237 End treatments shown (end section, drop

inlet, elbow, bevel, etc.)

238 Outlet treatment shown (riprap, etc.)

239 Alternate materials indicated (e.g.

aluminum, plastic, concrete) on

tabulation of drainage quantities.

240 Using current version of standard

Tabulation of Drainage spreadsheet









Page 47 of 154

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NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

241 Temporary culvert/diversion channels

considered.

242 Underdrain included in table (may be a

separate summary table elsewhere

depending on quantity)

243 Small culvert designs consistent with

PDDM recommendations

244 Indicate location of cultverts to be

removed and not replaced with new

245 Differentiate between general notes and

footnotes at the bottom of each sheet.



246 Show sheet totals for each pay item

number and coordinate with project totals

on last tabulation sheet.

Major drainage culverts

(1200 mm [48”] or greater) and fish

passage culverts:

247 Hydraulic recommendations followed

(hydraulic information, slope, length, and

invert elevations shown on plan/profile)



248 Headwalls (concrete or riprap) provided

for all culverts 1200 mm or larger.

Quantities shown. Standard drawings

referenced as needed. Smaller culverts

may have headwalls.

249 Drawings agree with permit requirements



250 Estimated informational quantities shown

.

251 Show skew angle measure from a line

perpendicular to centerline.

Riprap and outlet control system

details

252 Estimated quantities shown

253 Class of riprap per hydraulic

recommendations

254 Geotextiles shown and proper type

specified

Aquatic organism passage culverts

255 Flow information at the bottom of the

sheet matches permit constraints.

256 References shown for details on other

sheets

257 Structural foundation details included in

the section as necessary

258 End treatments shown (concrete collar,

conc. headwall, riprap, etc.)

259 Outlet control system details includeed as

per Hydraulics recommendation



260 Material composition defined for

placement inside structure.

261 Stone sills detailed and quantities shown



262 Energy dissipatorand riprap ditch details

included as required.

263 Standard pipe culvert details included

and current version used.

SECTION I (if applicable)

GUARDRAIL

264 Constructible details included (paving to

the face of the post, base materials

beyond, etc)









Page 48 of 154

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Incomplete: 170 170 (0 comments)

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COMMENTS DNC DESIGNER REVIEWER Designer Comments

SECTION J (if applicable)

FENCES, GATES & CATTLE GUARDS



265 Special drawing included showing fence

details (if different than standard details).

Other current standard

drawings/conventional details included.

266 Fencing, gate, and cattle guard details

match agreements contained in the right-

of-way agreements with each landowner.



SECTION K (if applicable)

RETAINING WALLS

Special drawings included showing:

267 Horizontal relationship to roadway

centerline (if not shown elsewhere)

268 Typical cross sections, showing

excavation limits, special backfill zones,

geotextiles, etc.

269 Vertical elevation of the face of the wall in

relationship to the profile grade, including

stationing and elevations.

270 General wall details (may be

standard/conventional detail drawings)

271 Special wall details applicable to this

specific project

272 Guardrail installation considered in wall

design/layout

273 Temporary traffic control considered in

wall design/layout. (Details may be

contained in the Temporary Traffic

Control Section)

274 Informational quantities included.

275 revegetation treatment considered in the

design

276 Underdrain system included in wall

design.

277 Foundation material included as

necessary at base of wall

278 Armoring at toe of wall included as

necessary

279 Revegetation placed in front of wall for

visual concerns considered.

SPECIAL SLOPE DESIGNS

Special drawings included showing:

280 Horizontal relationship to roadway

centerline (if not shown elsewhere)

281 Typical cross-sections, showing

excavation limits, rock buttresses, rock

blankets, catch basins, special drainage

details, etc.

282 Stationing agrees with plan and profile

sheets.

283 Bridge scour countermeasures, such as

riprapshown, if not provided elsewhere.



SECTION M (if applicable)

LANDSCAPING PLANS

284 Other agency drawings match WFLHD’s

Standard Format for Plans

SECTION N (if applicable)

TEMPORARY TRAFFIC CONTROL

285 Project termini signing included

286 Special detour signing plan (if needed)









Page 49 of 154

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NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

287 Special one-lane road signing plan (if

needed)

288 All sign symbols defined

289 Sign designations conform to MUTCD. If

not, special details are included or

referenced for each special sign.

290 Temporary striping quantities consistent

with special contract requirements

Striping plans included.

291 Necessary regulatory speed adjustments

during the construction phase have been

adequately addressed



292 Application of temporary concrete

barriers vs. a series of drums or cones

considered.

293 Use of signal lighting systems considered



294 Fillets of backfill requirements at

pavement drop-off locations spelled out.



295 Approval obtained from other agencies

for construction signs within their

jurisdictions.

296 High-level warning devices (flags and/or

warning lights) provided for advance

detour signing or other special

construction circumstances.

297 Pedestrian and bicycle signing and traffic

control devices considered.

298 Sign Quantity for multiple set-ups and

stages or relocation accounted for

(signing, devices, striping, etc.)

299 Install signs according to Detail WM635-2

and Part 6 of the “Manual on Uniform

Traffic Control Devices (MUTCD)”,

current edition.

300 Temporary concrete barriers designed

with proper flare rates and offsets to

terminal ends.

301 Advanced warning signs included where

applicable

SECTION O (if applicable)

PERMANENT SIGNING

302 Special drawings included showing plan

centerline stationing with each permanent

sign located and identified.

303 All sign symbols defined

304 Permanent sign locations can physically

be placed where indicated

305 All sign installations within the clear zone

are break-away or shielded with guardrail



306 Furnish and install signs meeting the

requirements of the latest edition of the

“Manual on Uniform Traffic Control

Devices (MUTCD)”, “Standard Highway

Signs” Book. Add Forest Service, Park

Service or any other sign reference that

you used to develop permanent traffic

control.

307 Incorporate any special signing from

client agencies.









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COMMENTS DNC DESIGNER REVIEWER Designer Comments

308 Permanent traffic control signs locations

shown on a location plan, double plan

sheet

309 Sign number, MUTCD designation,

location station shown on permanent sign

plan

PERMANENT STRIPING

310 Location of No Passing zones shown in

table format or on a plan view of the

alignment.

311 Plan shows typical striping details (width,

spacing, etc.) coordinate dimensions

and spacing with regulatory agency

responsible for the road.



312 Plan shows special pavement marking

details (stop bars, cross walks, arrows,

etc.)

313 Allowance made for two applications as

described in Subsection 634.13

314 Permanent sign installation details

included for posts to be used.

315 Delineators details included as

appropriate

SECTION P (if applicable)

BRIDGE PLANS

316 Stationing, superelevation, and grade

match plan & profile

317 Bridge quantities shown – contract

quantities identified

318 Hydraulic information shown

319 Standard bridge loading and bridge width

provided

320 Concrete Strength Consistent with SCR



Riprap details:

321 Class of riprap per hydraulic

recommendations

322 Placement dimensions per hydraulic

recommendations

323 Geotextiles shown and proper type

specified

324 Quantities shown

325 Guardrail/bridge rail pay lengths clearly

shown

SECTION Q.

Miscellaneous Items (if applicable)

326 Appropriate details have been

incorporated in the plan (obliteration,

boulders, benches, utilities, facilities,

etc…)

SPECIAL CONTRACT

REQUIREMENTS

327 SCR is the latest edition in the Library of

Specifications

328 All cross references are correct

329 Use Active Voice imperative mood

330 Check Measurement with how quantity is

calculated.

331 Define in Measurement, how items are

measured for payment.

332 Check items with structural excavation to

determine if Section 208 or 209 should

be referenced.









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COMMENTS DNC DESIGNER REVIEWER Designer Comments

333 Check sampling and testing tables for

correct item descriptions and applicable

tests

334 Material specifications cited for all unique

materials not contained in the FP

standard specifications

335 Hauling and access restrictions or

requirements spelled out. Any imposed

weight limits have been verified with the

client.

336 Rush hour, holiday weekends, or night

restrictions/requirements spelled out.

Need for noncompliance penalty

considered.

337 Required advance notice for lane or

roadway closures spelled out.

338 Seed type, rates, and seeding seasons

coordinated with client for permanent and

temporary seeding. If revegetation is to

be completed by others, this should be

clearly incicated. Include coordination

requirement for construction contractor

with those applying seed and

revegetation.



339 Stone masonry type, class, size,

roughness, etc. coordinated with State

DOT or Park if necessary

340 Utility coordination details

341 Lump sum pay items clearly identify and

describe the work included

342 101 Terms – appropriate State holidays

included

105 Control of Materials

343 Material sources clearly identified as

“optional” or “mandatory”, government

furnished or no government furnished

sites.

344 Sufficient staging area space for the

Contractor to perform operations or

documentation of a deficiency of space

and contractor must locate.

345 Water sources clearances obtained or

documented as not furnished by the

government.

106 Acceptance of Work - check

acceptance on all items:

346 Ø 106.02 Visual Inspection

347 Ø 106.03 Certification

348 Ø 106.04 Measured & Tested for

Conformance

349 Ø 106.05 Statistical Evaluation

107 Legal Relations and

Responsibility:

350 Contractor responsibilities clearly

delineated with regard to known

archaeological sites and endangered

species.

351 Contractor coordination and/or advance

notice with utilities clearly spelled out



352 Contractor coordination/requirements

with other Contractors clearly spelled out.









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COMMENTS DNC DESIGNER REVIEWER Designer Comments

353 Material sources have appropriate

clearances

354 Restrictions for working within streams

clearly spelled out

355 108 Prosecution and Progress – Work

limitations/restrictions clearly spelled out

and/or referenced to other Sections of the

SCRs.

356 152 Survey and Staking – Staking

requirements and basis of payment are

clear. Items requiring staking iterations

clearly identified

357 152 Survey and Staking Responsibilities

between Govt. and Contractor are clearly

defined

156 Public Traffic:

358 Requirements for accommodating public

traffic clearly spelled out as well as

limitations on the Contractor’s operations.



359 Responsibility for maintenance during

winter shut down clear.

360 Condition of roadway at winter shutdown

is clear.

157 Erosion Control:

361 Responsibility and payment for

maintenance is clear and consistent with

permits

362 Is turbidity monitoring necessary?

363 Is temporary turf addressed properly in

type and quantity?

364 158 Watering for Dust Control - List

watering sources and applicable

restrictions from permits.

365 201 Clearing and Grubbing – Disposal of

merchantable timber from National

Forest/private lands clearly spelled out

and in accordance with the ROW

agreements.

366 203 Removal of Structures and

Obstructions – Removal and salvage

requirements clearly spelled out,

including locations to place the salvaged

materials and contacts (name/phone

number) as appropriate.

367 203 Check Environmental Documents

and Permits for special requirements for

disposing of material (203.05)

368 204 Excavation and Embankment -

Requirements for conserving and

stockpiling topsoil clearly spelled out.

Requirements for disposal of

unsuitable/excess materials spelled out

and waste site specified.

369 602 Culverts and Drains - Match material

requirements to available drainage

material listed in the Summary of

Drainage Sheets.

370 700 – Material Specifications. Materials

specifications cited for all unique

materials not contained in the FP

Standard Specifications.









Page 53 of 154

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Activities Completed Designer:

Total Completed: 0 0

Incomplete: 170 170 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

371 718 Traffic Signing and Marking Material.

- High intensity sheeting for signs,

barricades, drums, and cones considered

for anticipated night work

372 Sole Source items identified and

justifications prepared.

ESTIMATE

373 Estimate unit prices justified with

supporting documentation (UPA, supplier

quotes, etc.). Documentation is included

in the design book.

374 Lump Sum amounts documented in the

Design Book and reflect the work

identified in the Lump Sum item.

375 Incentive Pay Items identified and costs

included in the estimate.

376 Mathematical extensions of costs for

each item and the overall total cost are

correct.

377 Construction estimate within program

funds of justification provided

378 Quantities calculations for each bid item

are documented and included in the

design book.

379 Partnering cost included on Engineer

Estimate cover sheet

CPM CONSTRUCTION SCHEDULE

380 Holidays and other non-work days

identified and included in the schedule

381 Environmental and permit

restrictions/limitations/clearances

included in the schedule, including off-

project sources.

382 Limitation of construction operations

(Section 108) included in the schedule

383 Weather limitations observed and

included in the schedule. (priming and

paving late in the construction season

avoided, etc.)

384 Time included for submittal review(s) and

approval(s)

385 Production rates documented in the

project Design Book and/or included in

the CPM notes

386 Sequence of construction activities is

logical. Series activities are broken into

parallel activities with appropriate lag

time (i.e., grading may begin after

sufficient clearing and grubbing is

accomplished, even though all of the

clearing and grubbing is not complete;

placement of crushed aggregate base

may begin after completion of a

reasonable length of subgrade even

though all of the subgrade is not

complete, etc.)

387 Concrete curing times accounted for.

SIGNOFF PACKAGE

388 Refer to Signoff Review Checklist

PE HOLD FILE

389 Refer to PE HOLD File for Checklist

390 Check 10% of all construction staking

notes. Include in 10% Check turnout,

parking areas, and any other special

widening.









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Page 71 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

DESIGN CRITERIA

HORIZONTAL ALIGNMENT

1 Adequate spiral length provided.

2 Broken-back curves avoided

3 Compound curves avoided. No Point on

Curve (POC).

4 Minimum curve length for small central

angles provided.

5 Stopping sight distance meets design

criteria.

6 Unique stationing for designed

approaches and secondary roads.

VERTICAL ALIGNMENT

7 Grades are a minimum of 0.5%. Flatter

grades of 0.3% may be allowed if justified

(paved road, adequately sloped, with firm

subgrade).

8 Stopping sight distance for crest and sag

curves meets design criteria

9 Decision sight distance documented

10 Vertical curve length rounded

11 Minimum length of vertical curve

provided. (K value)

12 Ditch profile – Hydralics input

documented (Check if special ditches are

needed for drainage) Input from

Hydraulics for special ditches and ditch

armoring.

13 Minimum gradient for curbed sections

provided.

14 Drop inlets located properly in curb

sections

15 Overhead utility crossings addressed

16 Horizontal and vertical curves

superimposed

ALIGNMENT CONSISTENCY

17 Horizontal and vertical alignments match

criteria and exceptions listed on WFLHD-

3 (Western Federal Lands Highway

Division Highway Design Standards)



18 Coordinate horizontal and vertical

alignments in accordance with AASHTO

Green Book and Low Volume Local

Roads manual.

19 Design horizontal curves to be longer

than superimposed vertical curves.

20 Ensure variation in operating speed

between long curves or long tangents

(>500 m) and the adjacent curves is less

than 20 km/hr (10 mph)

21 Proper connection to structure(s) and

existing roadway.

SUPERELEVATION

22 Super-elevation meets AASHTO

standards.

23 Super elevation rate agrees with WFLHD-

3 document.

24 Snow and ice conditions considered in

the selection of the maximum super-

elevation rate.

25 Super-elevation distributed correctly on

simple curves. Use appropriate

distribution based on design speed.









Page 72 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

26 Minimum length of superelevation runoff

provided according to AASHTO

27 Super-elevation run out is at the same

rate as super-elevation runoff or flatter.

28 Designer has checked and modified the

Geopak generated superelevation input

file as necessary.

29 Roll over is less than or equal to 8%

between traveled way and shoulder?

30 Ensure compound curves are sized and

superelevated correctly?

CROSS SECTION

31 Foreslopes provided according to

AASHTO (1:4 or flatter preferred; 1:3

steepest)

32 Ditch slopes match foreslopes and

provide a 1’ (0.3m) minimum ditch depth

below the subgrade shoulder.

33 Aesthetic cut and fill slope ratio guideline

followed.

34 Curve widening provided and listed on

plans.

35 Clear zone width criteria met.

36 Standard lane, shoulder, and median

widths being proposed, or exceptions are

documented.

37 Temporary pavement structure adequate

for both public and construction traffic.

Obtain input and documentation from

Materials and Geotechnical specialists.



38 Proper offset provided between travel

lane and raised islands. Proper median

opening widths provided.

39 Designed to accommodate guardrail flare

rates & offsets to terminal ends

40 Pedestrian and bicycle safety considered

(proper separation between travel way

and bicycle/pedestrian facilities, proper

width of facility etc.)

41 Sufficient distance provided behind

roadside barriers for deflection

42 Above ground appurtenances and

equipment operation considered for

construction conflicts

43 Existing utility locations considered for all

work both above and below ground Show

their locations and relocate utilities as

necessary. Utility agreements

considered in plan preparation.



44 Widening for mailboxes, turnouts,

parking areas, etc., provided

45 Document shrink/swell factors utilized to

determine earthwork balance or

quantities.

46 Guardrail sections are consistent with

standard drawings where applicable

47 Retaining walls plotted on cross sections



48 Rock buttresses, rock blankets, rock

catch basins, special drainage details,

etc., shown on plans

49 Catch basins accounted for in earthwork

design and quantities









Page 73 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

50 Plotted drainage cross-sections available

for all minor drainage culvert pipes

(plotted along the skew as needed).



51 Cross sections included underdrains,

drop inlet structures, and approach road

grades.

INTERSECTIONS

52 Identify critical and design vehicles

53 Intersecting roadway angles meet

AASHTO standards, or exceptions are

documented

54 Design platform area of sufficient length

for critical vehicles coming to a stop

condition. (±2% design desirable)



55 Minimum stopping sight distances at

intersections provided.

56 Proper turning radii and widths employed.



57 Sufficient acceleration/deceleration lane

lengths for speed conditions and storage

included where necessary.

RIGHT-OF-WAY

58 ROW limits shown on the plans are

correct, properly labeled, and match the

ROW plans for acquisition

59 Construction easements (temporary &

permanent) identified. Right-of-Way and

Utility Section to provice based on

design. Easement includes construction

of driveways, drainage structures, outlet

or inlet ditches, temporary diversion

channels, and sediment basins, etc.



60 ROW fences included where necessary



61 Clearing limits are contained within the

ROW/construction easement limits.

62 ROW includes sight triangle at

intersections.

UTILITIES

63 Utility agreements are incorporated or

documented as necessary

64 Overhead utility crossings considered for

height restrictions

65 Check existing utility locations for

conflicts.

WFLHD-3 -DESIGN STANDARDS AND

EXCEPTIONS FORM

66 WFLHD-3 completed with design

exceptions noted and justified.

67 WFLHD-3 is completed with all

necessary signatures

68 Design agrees with approved WFLHD-3



ENVIRONMENTAL CLEARANCE

69 Completed Environmental Checklist

provided by environment.

70 Permit restrictions referenced in project

SCR's

71 Plans agree with permit direction and

limitations.

PLANS IN GENERAL









Page 74 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

72 Appropriate units used (Metric or US

Cust.)

73 Do not use “Station” or “Sta” as a prefix

to station numbers.

74 Plan format consistent with Standard

Format for Plans, WFLHD Procedure

9.6.A-1, or deviations justified.

75 WLFHD Conventional Details and

symbology used consistently throughout

plans & legend employed as appropriate.



76 Match call outs for work items to pay item

descriptions

77 Current naming convention for plan

sheets employed.

78 Work item locations consistent

throughout plans

79 Schedules/Options identified (if used)

80 Offset curvature considered in quantity

calculations and measurement method

identified in specifications.

81 Cross reference sheet numbers, and

footnotes correct.

82 Notes are clear, concise, descriptive, and

brief. Use active voice within notes and

footnotes (i.e. Install, Construct, Place,

Protect). Do NOT include instructions

covered in the specifications or

information more appropriately placed in

specifications.

83 “Designed by”, “Checked by” and “Date”

is filled out on all sheets except Standard

Drawings. Included filename and date.



84 Applicable Standard Drawings included



85 Revise title block of Standard Drawing if

changes are made.

86 North arrow included on all plans

87 Details are readable with adequate

information

88 Boundary lines, State, County, City

Township, range, and section numbers

included, as applicable.

89 Ties to section corners should be shown

in the ROW plans not in construction

packet.

90 Show ownership in ROW drawings.

91 Scale is provided, as applicable. Graphic

scale bar is preferred.

92 Correct item numbers, descriptions, pay

units indicated.

93 Use correct number of decimal places in

the quantities (Contact Contract

Administration Specialist for guidance

and/or use Engineer Estimate pay item

listing for correct number of decimal

places).

94 Estimating values are shown in tables

where appropriate.

95 Summary table quantities are correlated

with plan-profile details and Summary of

Quantities.

96 Quantity totals are correct.









Page 75 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

97 Tabulations in quantity tables show how

a quantity is developed (station ranges,

etc.)

98 Tables are arranged by increasing pay

item number.

SECTION A

TITLE SHEET/VICINITY MAP

99 Title and project designation

100 Length of project (agrees with stationing

shown on vicinity map and on the plan

sheets)

101 County, State, National Park, Forest, etc.

noted as appropriate

102 Graphic scale bar shown

103 FP-XX specification reference or

standard specification to be used for the

project noted.

104 Type of construction identified

105 Design consultant logo and PE stamp, if

applicable. Place at lower left corner and

at less than 2/3 size of FHWA logo. Do

not show address or phone number on

logo.

106 Index to Sheets & Standard Drawings

107 Sheet description should match the

sheet’s title block.

108 Key map of state showing project

location, current map

Check design designation data:

109 * ADT

110 * Design years ADT

111 * Directional (D) if applicable

112 * % Trucks, if available

113 * V (speed)

114 * e(max)

115 Provision for dates and signatures for the

appropriate approving officials

LOCATION MAP (Title sheet or

Vicinity map)

116 Begin, Suspend, Resume, and End

Project stationing accurate

117 Schedules/Options identified (if used)

118 Dist. to nearest city

119 Material source, disposal areas, stockpile

sites, staging areas, storage areas, water

sources, etc. identified if government

furnished

120 Major roads, creeks, rivers, County,

National Parks, National Forest, and key

features identified and legible.

121 Scale is provided, as applicable. Graphic

scale bar is preferred.

CONVENTIONAL PLAN SYMBOLS

AND ABBREVIATIONS

122 Current edition

SECTION B

SUMMARY OF QUANTITIES

123 Allowances take into consideration

recommendations of Project

Development Design Manual and

accuracy of estimated quantities.

124 Plan quantity totals match support

documentation in the Design Book.









Page 76 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

125 Items of work paid for under the contract

quantity (CQ) provisions on Section 109

are identified.

126 Appropriate column headings labeled

and match plan sections

127 Quantities represented to the appropriate

decimal value.

SECTION C

TYPICAL SECTION(S)

Typical Section(s) (Include separate

typical sections for each differing type

of work as needed i.e.,

Reconstruction, subexcavation, 3R

section, guardrail, include changes in

design speed if applicable, etc.)

128 Profile grade point identified

129 Roadway width(s) (traveled way, extra

lanes, median, shoulder, total subgrade,

surfacing slopes, ditch, etc.)



130 Crown, foreslopes, ditch slopes, typical

cut and fill slopes, additional clearing,

other special slopes and dimensions

shown as needed.

131 Number of pavement lifts required per

material type and recommendations by

Materials

132 Proposed pavement structure shown.

Detail(s) used to clarify complex

pavement structures.

133 Clearing - seeding limits (lateral pay

limits clearly shown)

134 Identify the typical section as “Mainline”,

the roadway name, or a specific

approach road, along with appropriate

station ranges.

135 Subexcavation structural details

136 Slope rounding details

137 Note: Verify impacts of rounding

(wetland, tree line, etc.).

138 Widening tables (Such as curve widening

and rock fall ditches, etc), notes, or

details as appropriate

139 Include appropriate notes as outlined

under WFLHD procedure 9.6.A-1

SECTION D

PLAN & PROFILE SUMMARY TABLES



Overall Earthwork Summary Table

(usually on a separate sheet at the

beginning of the Plan and Profile

Section,) All relevant earthwork

quantities included:

140 Prism excavation and embankment

141 Topsoil stripping from cut/fill areas

142 Approach Roads

143 Unsuitable materials

144 Materials in the prism excavation

conserved for other uses (riprap, milling

quantities, materials sources, etc.)



145 Suitable material generated from

retaining walls, special drainage work,

etc., that is otherwise unaccounted for









Page 77 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

146 Correlation with plan-profile stationing

(left or right, etc.)

147 Excavation and embankment for

temporary traffic control widening

considered in quantities and noted on

plans.

148 Quantities agree with Geopak design

data printouts or hand calculations

149 Applicable footnotes included for topsoil,

widening, aprons, turnouts, catch basins,

etc.)

Related Summary tables:

150 Clearing and grubbing

151 Placing conserved topsoil

152 Revegetation (Seeding/mulching)

153 Geotextiles (if not included elsewhere)

154 Sub-excavation quantities

155 Obliteration of old roadways (if not

included elsewhere

PLAN VIEW

156 Avoid dividing major structures, highway

intersections, interchanges, or grade

separations between sheets.

157 Beginning and end of work (Project

number, road name, stations, elevations,

and coordinates shown)

158 Utility ownerships and contact

information, address and phone numbers

shown

159 “Line as Staked and to be Constructed”

note or “Line to be Constructed”

according to 152 requirements.



160 Edge of existing pavement shown if

applicable

161 Slope stake limits shown.

162 Right-of-way limits and easements are

shown. Identify all ownerships for right of

way purposes. Add the following note to

the plan section of P&P sheets: “Refer to

XXXXX(project name and number) Right-

of-Way Plans for permanent and

construction easement boundary

locations and descriptions”

163 Curve data, stationing, and bearings

shown

164 Superelevation rate shown for each curve



165 Use Control Point (CP) symbol and

symbol name on plan. Coordinates and

elevations usually shown in Control Point

table.

166 Graphically show proposed locations of

culvert pipe (with skew), guardrail, walls,

and other proposed work items. Use

approved symbols. Curbing is optional

however represent graphically if primary

item of work. If item is shown in profile,

no note is needed in plan view. Include

reference to other sections in note if

applicable.









Page 78 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

167 Existing features such as streams, lakes,

buildings, bridges, signs, fences, utilities

and other relevant culture shown and

labeled as appropriate



168 Connection details shown for each end of

the project and referenced

169 Road approaches shown (location

symbol with type, width, and grade)

170 Bridge sites shown and cross-referenced

to bridge plans

171 Show companion sites (turnouts, parking

areas, etc.) mainline stationing,

centerline, outline, and slope stake limits.



172 Show removal items as a note and show

in table as applicable

173 Show Roadway obliteration locations with

a note and show in table as applicable



174 Riprap symbology shown

175 Show legend on first P&P sheet

176 Include reference to project right-of-way

plans for easement boundary locations

and descriptions.

PROFILE VIEW

177 Grid elevations labeled. Profile breaks

included as needed.

178 Existing ground lines and new profile

grade shown and labeled.

179 Beginning and end of work (stations and

elevations) matches plan view.

180 VPI information, K values, length of

verticle curves, grades and Safe

Stopping Distance shown for each curve.



181 Special ditches, subexcavations guardrail

and terminals and underdrains shown in

bar graph or on separate detail sheets.

Show exact stations, lengths, elevations,

and other information.



182 Unadjusted excavation and embankment

quantities shown along bottom of sheet.

Break the earthwork bars at the end of a

cut or fill run.

183 Show Bridges and major structure outline

only in the proper location and reference

to appropriate drawings.

184 New culvert station and size shown.

Position agrees with plan.

185 Culverts to be deleted and/or replaced

186 Hydraulic information [Q50 and HW/D]

shown for large culverts (1200 mm (48”)

and larger)

Location bars along top of profile:

187 Guardrail and end treatments, indicate

right or left side of centerline

188 Special ditch locations

189 Bituminous curbs and inlets/outlets

190 Fences and gates (only if not shown on

the plan or in a separate section of the

plans).

SECTION E (if applicable)

ROAD APPROACHES









Page 79 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

Major approach roads (those needing

plan and profile sheet)

191 Plan and profile sheets meet same

requirements as for mainline sheets

192 Typical section identified (detail shown on

sheet if not cross-referenced to other

detail)

193 Cross reference to mainline stationing is

correct

194 Profile grade matches mainline grade

and superelevation rate.

195 Radii adequate for intended use of the

approach

196 Drainage adequate

197 Quantities shown on sheet or in overall

approach road summary table

Minor Approach Roads

198 Current standard drawings/conventional

drawings included



199 Approach road symbol on mainline plan

is correct (station, type, and grade)



200 Widths and radii dimensioned and

referenced

201 Approach road details match agreements

contained in the right-of-way agreements

with each landowner. Coordinate with

ROW section.

202 Include approach road data table and

details for dimensions.

203 Parking area plans checked for sufficient

turning and back-up movement widths.

Sufficient stall and island widths.



204 Provide elevations and coordinate for

critical points within parking areas, if

centerline and staking notes area not

provided. Include note stating,

“Elevations shown are to finished grade

unless otherwise noted”

205 ADA requirements considered in parking

area designs.

SECTION F (if applicable)

EROSION CONTROL PLAN

206 Tabulate temporary erosion control

quantities.

207 Special drawings included of plan layout

for entire project. (Same layout as plan

view from the P&P sheets - two plan

views per sheet)

208 Include temporary erosion control legend

on first plan layout sheet.

209 Existing features shown as applicable

(edge of road, wetlands, etc..)

210 Existing contours and all existing

drainage features shown

211 Proposed roadway centerline and

stationing including all approach roads

212 Staking or clearing limits

213 All proposed drainage structures, ditches,

etc. shown

214 All temporary erosion control measures

noted









Page 80 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

215 Drawings match NPDES permit

requirements

216 Include tempoarary diversion channel

standard sheet or revised details

217 Include standard or created erosion

control detail sheets, i.e. sediment traps,

sediment wattles, silt fence, straw bales,

filter berm details, etc.

218 Wetland mitigation sheets: tabulation of

quantities, Wetland plan sheets, area

sections as necessary, Planting plan

sheets, planting details, etc.

SECTION G (if applicable)

MATERIAL SOURCES AND/OR

DISPOSAL AREAS

219 Source number and reference to

geotechnical report for government

furnished sources.

220 Survey control (Base line) shown

221 Location of borings shown

222 Source development boundary shown

223 Show boundaries of main extraction area.



224 Source development typical section(s) as

applicable

225 Original ground line and finished grade

line. Include benching requirements.

226 Maximum final slopes ratio, provision for

drainage, etc.

227 Stripping notes

228 Seeding plan

229 Show proposed finish contours and

indicate areas of disturbance as well as

quantities to be removed.

230 Provide proposed finish profile(s)

sufficient to clearly indicate the scope of

work.

231 Include benching details in agreement

with state and federal quarry and pit

development standards as referenced in

Geotechnical report

232 Show disposal/stockpile of overburden

material

233 Source development & rehab information

consistent with Geotechnical Report.



234 Include revegetation and/or rehabilitation

plans to ensure proper drainage and

restoration of the site after disturbance.

Coordinate with project permits.



SECTION H (if applicable)

SUMMARY OF DRAINAGE

QUANTITIES

235 Include culvert stations and Estimated

maximum cover

236 Estimated structural excavation

237 End treatments shown (end section, drop

inlet, elbow, bevel, etc.)

238 Outlet treatment shown (riprap, etc.)

239 Alternate materials indicated (e.g.

aluminum, plastic, concrete) on

tabulation of drainage quantities.

240 Using current version of standard

Tabulation of Drainage spreadsheet









Page 81 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

241 Temporary culvert/diversion channels

considered.

242 Underdrain included in table (may be a

separate summary table elsewhere

depending on quantity)

243 Small culvert designs consistent with

PDDM recommendations

244 Indicate location of cultverts to be

removed and not replaced with new

245 Differentiate between general notes and

footnotes at the bottom of each sheet.



246 Show sheet totals for each pay item

number and coordinate with project totals

on last tabulation sheet.

Major drainage culverts

(1200 mm [48”] or greater) and fish

passage culverts:

247 Hydraulic recommendations followed

(hydraulic information, slope, length, and

invert elevations shown on plan/profile)



248 Headwalls (concrete or riprap) provided

for all culverts 1200 mm or larger.

Quantities shown. Standard drawings

referenced as needed. Smaller culverts

may have headwalls.

249 Drawings agree with permit requirements



250 Estimated informational quantities shown

.

251 Show skew angle measure from a line

perpendicular to centerline.

Riprap and outlet control system

details

252 Estimated quantities shown

253 Class of riprap per hydraulic

recommendations

254 Geotextiles shown and proper type

specified

Aquatic organism passage culverts

255 Flow information at the bottom of the

sheet matches permit constraints.

256 References shown for details on other

sheets

257 Structural foundation details included in

the section as necessary

258 End treatments shown (concrete collar,

conc. headwall, riprap, etc.)

259 Outlet control system details includeed as

per Hydraulics recommendation



260 Material composition defined for

placement inside structure.

261 Stone sills detailed and quantities shown



262 Energy dissipatorand riprap ditch details

included as required.

263 Standard pipe culvert details included

and current version used.

SECTION I (if applicable)

GUARDRAIL

264 Constructible details included (paving to

the face of the post, base materials

beyond, etc)









Page 82 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

SECTION J (if applicable)

FENCES, GATES & CATTLE GUARDS



265 Special drawing included showing fence

details (if different than standard details).

Other current standard

drawings/conventional details included.

266 Fencing, gate, and cattle guard details

match agreements contained in the right-

of-way agreements with each landowner.



SECTION K (if applicable)

RETAINING WALLS

Special drawings included showing:

267 Horizontal relationship to roadway

centerline (if not shown elsewhere)

268 Typical cross sections, showing

excavation limits, special backfill zones,

geotextiles, etc.

269 Vertical elevation of the face of the wall in

relationship to the profile grade, including

stationing and elevations.

270 General wall details (may be

standard/conventional detail drawings)

271 Special wall details applicable to this

specific project

272 Guardrail installation considered in wall

design/layout

273 Temporary traffic control considered in

wall design/layout. (Details may be

contained in the Temporary Traffic

Control Section)

274 Informational quantities included.

275 revegetation treatment considered in the

design

276 Underdrain system included in wall

design.

277 Foundation material included as

necessary at base of wall

278 Armoring at toe of wall included as

necessary

279 Revegetation placed in front of wall for

visual concerns considered.

SPECIAL SLOPE DESIGNS

Special drawings included showing:

280 Horizontal relationship to roadway

centerline (if not shown elsewhere)

281 Typical cross-sections, showing

excavation limits, rock buttresses, rock

blankets, catch basins, special drainage

details, etc.

282 Stationing agrees with plan and profile

sheets.

283 Bridge scour countermeasures, such as

riprapshown, if not provided elsewhere.



SECTION M (if applicable)

LANDSCAPING PLANS

284 Other agency drawings match WFLHD’s

Standard Format for Plans

SECTION N (if applicable)

TEMPORARY TRAFFIC CONTROL

285 Project termini signing included

286 Special detour signing plan (if needed)









Page 83 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

287 Special one-lane road signing plan (if

needed)

288 All sign symbols defined

289 Sign designations conform to MUTCD. If

not, special details are included or

referenced for each special sign.

290 Temporary striping quantities consistent

with special contract requirements

Striping plans included.

291 Necessary regulatory speed adjustments

during the construction phase have been

adequately addressed



292 Application of temporary concrete

barriers vs. a series of drums or cones

considered.

293 Use of signal lighting systems considered



294 Fillets of backfill requirements at

pavement drop-off locations spelled out.



295 Approval obtained from other agencies

for construction signs within their

jurisdictions.

296 High-level warning devices (flags and/or

warning lights) provided for advance

detour signing or other special

construction circumstances.

297 Pedestrian and bicycle signing and traffic

control devices considered.

298 Sign Quantity for multiple set-ups and

stages or relocation accounted for

(signing, devices, striping, etc.)

299 Install signs according to Detail WM635-2

and Part 6 of the “Manual on Uniform

Traffic Control Devices (MUTCD)”,

current edition.

300 Temporary concrete barriers designed

with proper flare rates and offsets to

terminal ends.

301 Advanced warning signs included where

applicable

SECTION O (if applicable)

PERMANENT SIGNING

302 Special drawings included showing plan

centerline stationing with each permanent

sign located and identified.

303 All sign symbols defined

304 Permanent sign locations can physically

be placed where indicated

305 All sign installations within the clear zone

are break-away or shielded with guardrail



306 Furnish and install signs meeting the

requirements of the latest edition of the

“Manual on Uniform Traffic Control

Devices (MUTCD)”, “Standard Highway

Signs” Book. Add Forest Service, Park

Service or any other sign reference that

you used to develop permanent traffic

control.

307 Incorporate any special signing from

client agencies.









Page 84 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

308 Permanent traffic control signs locations

shown on a location plan, double plan

sheet

309 Sign number, MUTCD designation,

location station shown on permanent sign

plan

PERMANENT STRIPING

310 Location of No Passing zones shown in

table format or on a plan view of the

alignment.

311 Plan shows typical striping details (width,

spacing, etc.) coordinate dimensions

and spacing with regulatory agency

responsible for the road.



312 Plan shows special pavement marking

details (stop bars, cross walks, arrows,

etc.)

313 Allowance made for two applications as

described in Subsection 634.13

314 Permanent sign installation details

included for posts to be used.

315 Delineators details included as

appropriate

SECTION P (if applicable)

BRIDGE PLANS

316 Stationing, superelevation, and grade

match plan & profile

317 Bridge quantities shown – contract

quantities identified

318 Hydraulic information shown

319 Standard bridge loading and bridge width

provided

320 Concrete Strength Consistent with SCR



Riprap details:

321 Class of riprap per hydraulic

recommendations

322 Placement dimensions per hydraulic

recommendations

323 Geotextiles shown and proper type

specified

324 Quantities shown

325 Guardrail/bridge rail pay lengths clearly

shown

SECTION Q.

Miscellaneous Items (if applicable)

326 Appropriate details have been

incorporated in the plan (obliteration,

boulders, benches, utilities, facilities,

etc…)

SPECIAL CONTRACT

REQUIREMENTS

327 SCR is the latest edition in the Library of

Specifications

328 All cross references are correct

329 Use Active Voice imperative mood

330 Check Measurement with how quantity is

calculated.

331 Define in Measurement, how items are

measured for payment.

332 Check items with structural excavation to

determine if Section 208 or 209 should

be referenced.









Page 85 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

333 Check sampling and testing tables for

correct item descriptions and applicable

tests

334 Material specifications cited for all unique

materials not contained in the FP

standard specifications

335 Hauling and access restrictions or

requirements spelled out. Any imposed

weight limits have been verified with the

client.

336 Rush hour, holiday weekends, or night

restrictions/requirements spelled out.

Need for noncompliance penalty

considered.

337 Required advance notice for lane or

roadway closures spelled out.

338 Seed type, rates, and seeding seasons

coordinated with client for permanent and

temporary seeding. If revegetation is to

be completed by others, this should be

clearly incicated. Include coordination

requirement for construction contractor

with those applying seed and

revegetation.



339 Stone masonry type, class, size,

roughness, etc. coordinated with State

DOT or Park if necessary

340 Utility coordination details

341 Lump sum pay items clearly identify and

describe the work included

342 101 Terms – appropriate State holidays

included

105 Control of Materials

343 Material sources clearly identified as

“optional” or “mandatory”, government

furnished or no government furnished

sites.

344 Sufficient staging area space for the

Contractor to perform operations or

documentation of a deficiency of space

and contractor must locate.

345 Water sources clearances obtained or

documented as not furnished by the

government.

106 Acceptance of Work - check

acceptance on all items:

346 Ø 106.02 Visual Inspection

347 Ø 106.03 Certification

348 Ø 106.04 Measured & Tested for

Conformance

349 Ø 106.05 Statistical Evaluation

107 Legal Relations and

Responsibility:

350 Contractor responsibilities clearly

delineated with regard to known

archaeological sites and endangered

species.

351 Contractor coordination and/or advance

notice with utilities clearly spelled out



352 Contractor coordination/requirements

with other Contractors clearly spelled out.









Page 86 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

353 Material sources have appropriate

clearances

354 Restrictions for working within streams

clearly spelled out

355 108 Prosecution and Progress – Work

limitations/restrictions clearly spelled out

and/or referenced to other Sections of the

SCRs.

356 152 Survey and Staking – Staking

requirements and basis of payment are

clear. Items requiring staking iterations

clearly identified

357 152 Survey and Staking Responsibilities

between Govt. and Contractor are clearly

defined

156 Public Traffic:

358 Requirements for accommodating public

traffic clearly spelled out as well as

limitations on the Contractor’s operations.



359 Responsibility for maintenance during

winter shut down clear.

360 Condition of roadway at winter shutdown

is clear.

157 Erosion Control:

361 Responsibility and payment for

maintenance is clear and consistent with

permits

362 Is turbidity monitoring necessary?

363 Is temporary turf addressed properly in

type and quantity?

364 158 Watering for Dust Control - List

watering sources and applicable

restrictions from permits.

365 201 Clearing and Grubbing – Disposal of

merchantable timber from National

Forest/private lands clearly spelled out

and in accordance with the ROW

agreements.

366 203 Removal of Structures and

Obstructions – Removal and salvage

requirements clearly spelled out,

including locations to place the salvaged

materials and contacts (name/phone

number) as appropriate.

367 203 Check Environmental Documents

and Permits for special requirements for

disposing of material (203.05)

368 204 Excavation and Embankment -

Requirements for conserving and

stockpiling topsoil clearly spelled out.

Requirements for disposal of

unsuitable/excess materials spelled out

and waste site specified.

369 602 Culverts and Drains - Match material

requirements to available drainage

material listed in the Summary of

Drainage Sheets.

370 700 – Material Specifications. Materials

specifications cited for all unique

materials not contained in the FP

Standard Specifications.









Page 87 of 154

Project Name

Project Number



Plan-In-Hand Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 385 385 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

371 718 Traffic Signing and Marking Material.

- High intensity sheeting for signs,

barricades, drums, and cones considered

for anticipated night work

372 Sole Source items identified and

justifications prepared.

ESTIMATE

373 Estimate unit prices justified with

supporting documentation (UPA, supplier

quotes, etc.). Documentation is included

in the design book.

374 Lump Sum amounts documented in the

Design Book and reflect the work

identified in the Lump Sum item.

375 Incentive Pay Items identified and costs

included in the estimate.

376 Mathematical extensions of costs for

each item and the overall total cost are

correct.

377 Construction estimate within program

funds of justification provided

378 Quantities calculations for each bid item

are documented and included in the

design book.

379 Partnering cost included on Engineer

Estimate cover sheet

CPM CONSTRUCTION SCHEDULE

380 Holidays and other non-work days

identified and included in the schedule

381 Environmental and permit

restrictions/limitations/clearances

included in the schedule, including off-

project sources.

382 Limitation of construction operations

(Section 108) included in the schedule

383 Weather limitations observed and

included in the schedule. (priming and

paving late in the construction season

avoided, etc.)

384 Time included for submittal review(s) and

approval(s)

385 Production rates documented in the

project Design Book and/or included in

the CPM notes

386 Sequence of construction activities is

logical. Series activities are broken into

parallel activities with appropriate lag

time (i.e., grading may begin after

sufficient clearing and grubbing is

accomplished, even though all of the

clearing and grubbing is not complete;

placement of crushed aggregate base

may begin after completion of a

reasonable length of subgrade even

though all of the subgrade is not

complete, etc.)

387 Concrete curing times accounted for.

SIGNOFF PACKAGE

388 Refer to Signoff Review Checklist

PE HOLD FILE

389 Refer to PE HOLD File for Checklist

390 Check 10% of all construction staking

notes. Include in 10% Check turnout,

parking areas, and any other special

widening.









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Page 105 of 154

Project Name

Project Number



Final PS&E Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 390 390 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

DESIGN CRITERIA

HORIZONTAL ALIGNMENT

1 Adequate spiral length provided.

2 Broken-back curves avoided

3 Compound curves avoided. No Point on

Curve (POC).

4 Minimum curve length for small central

angles provided.

5 Stopping sight distance meets design

criteria.

6 Unique stationing for designed

approaches and secondary roads.

VERTICAL ALIGNMENT

7 Grades are a minimum of 0.5%. Flatter

grades of 0.3% may be allowed if justified

(paved road, adequately sloped, with firm

subgrade).

8 Stopping sight distance for crest and sag

curves meets design criteria

9 Decision sight distance documented

10 Vertical curve length rounded

11 Minimum length of vertical curve

provided. (K value)

12 Ditch profile – Hydralics input

documented (Check if special ditches are

needed for drainage) Input from

Hydraulics for special ditches and ditch

armoring.

13 Minimum gradient for curbed sections

provided.

14 Drop inlets located properly in curb

sections

15 Overhead utility crossings addressed

16 Horizontal and vertical curves

superimposed

ALIGNMENT CONSISTENCY

17 Horizontal and vertical alignments match

criteria and exceptions listed on WFLHD-

3 (Western Federal Lands Highway

Division Highway Design Standards)



18 Coordinate horizontal and vertical

alignments in accordance with AASHTO

Green Book and Low Volume Local

Roads manual.

19 Design horizontal curves to be longer

than superimposed vertical curves.

20 Ensure variation in operating speed

between long curves or long tangents

(>500 m) and the adjacent curves is less

than 20 km/hr (10 mph)

21 Proper connection to structure(s) and

existing roadway.

SUPERELEVATION

22 Super-elevation meets AASHTO

standards.

23 Super elevation rate agrees with WFLHD-

3 document.

24 Snow and ice conditions considered in

the selection of the maximum super-

elevation rate.

25 Super-elevation distributed correctly on

simple curves. Use appropriate

distribution based on design speed.









Page 106

Project Name

Project Number



Final PS&E Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 390 390 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

26 Minimum length of superelevation runoff

provided according to AASHTO

27 Super-elevation run out is at the same

rate as super-elevation runoff or flatter.

28 Designer has checked and modified the

Geopak generated superelevation input

file as necessary.

29 Roll over is less than or equal to 8%

between traveled way and shoulder?

30 Ensure compound curves are sized and

superelevated correctly?

CROSS SECTION

31 Foreslopes provided according to

AASHTO (1:4 or flatter preferred; 1:3

steepest)

32 Ditch slopes match foreslopes and

provide a 1’ (0.3m) minimum ditch depth

below the subgrade shoulder.

33 Aesthetic cut and fill slope ratio guideline

followed.

34 Curve widening provided and listed on

plans.

35 Clear zone width criteria met.

36 Standard lane, shoulder, and median

widths being proposed, or exceptions are

documented.

37 Temporary pavement structure adequate

for both public and construction traffic.

Obtain input and documentation from

Materials and Geotechnical specialists.



38 Proper offset provided between travel

lane and raised islands. Proper median

opening widths provided.

39 Designed to accommodate guardrail flare

rates & offsets to terminal ends

40 Pedestrian and bicycle safety considered

(proper separation between travel way

and bicycle/pedestrian facilities, proper

width of facility etc.)

41 Sufficient distance provided behind

roadside barriers for deflection

42 Above ground appurtenances and

equipment operation considered for

construction conflicts

43 Existing utility locations considered for all

work both above and below ground Show

their locations and relocate utilities as

necessary. Utility agreements

considered in plan preparation.



44 Widening for mailboxes, turnouts,

parking areas, etc., provided

45 Document shrink/swell factors utilized to

determine earthwork balance or

quantities.

46 Guardrail sections are consistent with

standard drawings where applicable

47 Retaining walls plotted on cross sections



48 Rock buttresses, rock blankets, rock

catch basins, special drainage details,

etc., shown on plans

49 Catch basins accounted for in earthwork

design and quantities









Page 107

Project Name

Project Number



Final PS&E Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 390 390 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

50 Plotted drainage cross-sections available

for all minor drainage culvert pipes

(plotted along the skew as needed).



51 Cross sections included underdrains,

drop inlet structures, and approach road

grades.

INTERSECTIONS

52 Identify critical and design vehicles

53 Intersecting roadway angles meet

AASHTO standards, or exceptions are

documented

54 Design platform area of sufficient length

for critical vehicles coming to a stop

condition. (±2% design desirable)



55 Minimum stopping sight distances at

intersections provided.

56 Proper turning radii and widths employed.



57 Sufficient acceleration/deceleration lane

lengths for speed conditions and storage

included where necessary.

RIGHT-OF-WAY

58 ROW limits shown on the plans are

correct, properly labeled, and match the

ROW plans for acquisition

59 Construction easements (temporary &

permanent) identified. Right-of-Way and

Utility Section to provice based on

design. Easement includes construction

of driveways, drainage structures, outlet

or inlet ditches, temporary diversion

channels, and sediment basins, etc.



60 ROW fences included where necessary



61 Clearing limits are contained within the

ROW/construction easement limits.

62 ROW includes sight triangle at

intersections.

UTILITIES

63 Utility agreements are incorporated or

documented as necessary

64 Overhead utility crossings considered for

height restrictions

65 Check existing utility locations for

conflicts.

WFLHD-3 -DESIGN STANDARDS AND

EXCEPTIONS FORM

66 WFLHD-3 completed with design

exceptions noted and justified.

67 WFLHD-3 is completed with all

necessary signatures

68 Design agrees with approved WFLHD-3



ENVIRONMENTAL CLEARANCE

69 Completed Environmental Checklist

provided by environment.

70 Permit restrictions referenced in project

SCR's

71 Plans agree with permit direction and

limitations.

PLANS IN GENERAL









Page 108

Project Name

Project Number



Final PS&E Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 390 390 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

72 Appropriate units used (Metric or US

Cust.)

73 Do not use “Station” or “Sta” as a prefix

to station numbers.

74 Plan format consistent with Standard

Format for Plans, WFLHD Procedure

9.6.A-1, or deviations justified.

75 WLFHD Conventional Details and

symbology used consistently throughout

plans & legend employed as appropriate.



76 Match call outs for work items to pay item

descriptions

77 Current naming convention for plan

sheets employed.

78 Work item locations consistent

throughout plans

79 Schedules/Options identified (if used)

80 Offset curvature considered in quantity

calculations and measurement method

identified in specifications.

81 Cross reference sheet numbers, and

footnotes correct.

82 Notes are clear, concise, descriptive, and

brief. Use active voice within notes and

footnotes (i.e. Install, Construct, Place,

Protect). Do NOT include instructions

covered in the specifications or

information more appropriately placed in

specifications.

83 “Designed by”, “Checked by” and “Date”

is filled out on all sheets except Standard

Drawings. Included filename and date.



84 Applicable Standard Drawings included



85 Revise title block of Standard Drawing if

changes are made.

86 North arrow included on all plans

87 Details are readable with adequate

information

88 Boundary lines, State, County, City

Township, range, and section numbers

included, as applicable.

89 Ties to section corners should be shown

in the ROW plans not in construction

packet.

90 Show ownership in ROW drawings.

91 Scale is provided, as applicable. Graphic

scale bar is preferred.

92 Correct item numbers, descriptions, pay

units indicated.

93 Use correct number of decimal places in

the quantities (Contact Contract

Administration Specialist for guidance

and/or use Engineer Estimate pay item

listing for correct number of decimal

places).

94 Estimating values are shown in tables

where appropriate.

95 Summary table quantities are correlated

with plan-profile details and Summary of

Quantities.

96 Quantity totals are correct.









Page 109

Project Name

Project Number



Final PS&E Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 390 390 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

97 Tabulations in quantity tables show how

a quantity is developed (station ranges,

etc.)

98 Tables are arranged by increasing pay

item number.

SECTION A

TITLE SHEET/VICINITY MAP

99 Title and project designation

100 Length of project (agrees with stationing

shown on vicinity map and on the plan

sheets)

101 County, State, National Park, Forest, etc.

noted as appropriate

102 Graphic scale bar shown

103 FP-XX specification reference or

standard specification to be used for the

project noted.

104 Type of construction identified

105 Design consultant logo and PE stamp, if

applicable. Place at lower left corner and

at less than 2/3 size of FHWA logo. Do

not show address or phone number on

logo.

106 Index to Sheets & Standard Drawings

107 Sheet description should match the

sheet’s title block.

108 Key map of state showing project

location, current map

Check design designation data:

109 * ADT

110 * Design years ADT

111 * Directional (D) if applicable

112 * % Trucks, if available

113 * V (speed)

114 * e(max)

115 Provision for dates and signatures for the

appropriate approving officials

LOCATION MAP (Title sheet or

Vicinity map)

116 Begin, Suspend, Resume, and End

Project stationing accurate

117 Schedules/Options identified (if used)

118 Dist. to nearest city

119 Material source, disposal areas, stockpile

sites, staging areas, storage areas, water

sources, etc. identified if government

furnished

120 Major roads, creeks, rivers, County,

National Parks, National Forest, and key

features identified and legible.

121 Scale is provided, as applicable. Graphic

scale bar is preferred.

CONVENTIONAL PLAN SYMBOLS

AND ABBREVIATIONS

122 Current edition

SECTION B

SUMMARY OF QUANTITIES

123 Allowances take into consideration

recommendations of Project

Development Design Manual and

accuracy of estimated quantities.

124 Plan quantity totals match support

documentation in the Design Book.









Page 110

Project Name

Project Number



Final PS&E Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 390 390 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

125 Items of work paid for under the contract

quantity (CQ) provisions on Section 109

are identified.

126 Appropriate column headings labeled

and match plan sections

127 Quantities represented to the appropriate

decimal value.

SECTION C

TYPICAL SECTION(S)

Typical Section(s) (Include separate

typical sections for each differing type

of work as needed i.e.,

Reconstruction, subexcavation, 3R

section, guardrail, include changes in

design speed if applicable, etc.)

128 Profile grade point identified

129 Roadway width(s) (traveled way, extra

lanes, median, shoulder, total subgrade,

surfacing slopes, ditch, etc.)



130 Crown, foreslopes, ditch slopes, typical

cut and fill slopes, additional clearing,

other special slopes and dimensions

shown as needed.

131 Number of pavement lifts required per

material type and recommendations by

Materials

132 Proposed pavement structure shown.

Detail(s) used to clarify complex

pavement structures.

133 Clearing - seeding limits (lateral pay

limits clearly shown)

134 Identify the typical section as “Mainline”,

the roadway name, or a specific

approach road, along with appropriate

station ranges.

135 Subexcavation structural details

136 Slope rounding details

137 Note: Verify impacts of rounding

(wetland, tree line, etc.).

138 Widening tables (Such as curve widening

and rock fall ditches, etc), notes, or

details as appropriate

139 Include appropriate notes as outlined

under WFLHD procedure 9.6.A-1

SECTION D

PLAN & PROFILE SUMMARY TABLES



Overall Earthwork Summary Table

(usually on a separate sheet at the

beginning of the Plan and Profile

Section,) All relevant earthwork

quantities included:

140 Prism excavation and embankment

141 Topsoil stripping from cut/fill areas

142 Approach Roads

143 Unsuitable materials

144 Materials in the prism excavation

conserved for other uses (riprap, milling

quantities, materials sources, etc.)



145 Suitable material generated from

retaining walls, special drainage work,

etc., that is otherwise unaccounted for









Page 111

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Project Number



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Activities Completed Designer:

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NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

146 Correlation with plan-profile stationing

(left or right, etc.)

147 Excavation and embankment for

temporary traffic control widening

considered in quantities and noted on

plans.

148 Quantities agree with Geopak design

data printouts or hand calculations

149 Applicable footnotes included for topsoil,

widening, aprons, turnouts, catch basins,

etc.)

Related Summary tables:

150 Clearing and grubbing

151 Placing conserved topsoil

152 Revegetation (Seeding/mulching)

153 Geotextiles (if not included elsewhere)

154 Sub-excavation quantities

155 Obliteration of old roadways (if not

included elsewhere

PLAN VIEW

156 Avoid dividing major structures, highway

intersections, interchanges, or grade

separations between sheets.

157 Beginning and end of work (Project

number, road name, stations, elevations,

and coordinates shown)

158 Utility ownerships and contact

information, address and phone numbers

shown

159 “Line as Staked and to be Constructed”

note or “Line to be Constructed”

according to 152 requirements.



160 Edge of existing pavement shown if

applicable

161 Slope stake limits shown.

162 Right-of-way limits and easements are

shown. Identify all ownerships for right of

way purposes. Add the following note to

the plan section of P&P sheets: “Refer to

XXXXX(project name and number) Right-

of-Way Plans for permanent and

construction easement boundary

locations and descriptions”

163 Curve data, stationing, and bearings

shown

164 Superelevation rate shown for each curve



165 Use Control Point (CP) symbol and

symbol name on plan. Coordinates and

elevations usually shown in Control Point

table.

166 Graphically show proposed locations of

culvert pipe (with skew), guardrail, walls,

and other proposed work items. Use

approved symbols. Curbing is optional

however represent graphically if primary

item of work. If item is shown in profile,

no note is needed in plan view. Include

reference to other sections in note if

applicable.









Page 112

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Activities Completed Designer:

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Incomplete: 390 390 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

167 Existing features such as streams, lakes,

buildings, bridges, signs, fences, utilities

and other relevant culture shown and

labeled as appropriate



168 Connection details shown for each end of

the project and referenced

169 Road approaches shown (location

symbol with type, width, and grade)

170 Bridge sites shown and cross-referenced

to bridge plans

171 Show companion sites (turnouts, parking

areas, etc.) mainline stationing,

centerline, outline, and slope stake limits.



172 Show removal items as a note and show

in table as applicable

173 Show Roadway obliteration locations with

a note and show in table as applicable



174 Riprap symbology shown

175 Show legend on first P&P sheet

176 Include reference to project right-of-way

plans for easement boundary locations

and descriptions.

PROFILE VIEW

177 Grid elevations labeled. Profile breaks

included as needed.

178 Existing ground lines and new profile

grade shown and labeled.

179 Beginning and end of work (stations and

elevations) matches plan view.

180 VPI information, K values, length of

verticle curves, grades and Safe

Stopping Distance shown for each curve.



181 Special ditches, subexcavations guardrail

and terminals and underdrains shown in

bar graph or on separate detail sheets.

Show exact stations, lengths, elevations,

and other information.



182 Unadjusted excavation and embankment

quantities shown along bottom of sheet.

Break the earthwork bars at the end of a

cut or fill run.

183 Show Bridges and major structure outline

only in the proper location and reference

to appropriate drawings.

184 New culvert station and size shown.

Position agrees with plan.

185 Culverts to be deleted and/or replaced

186 Hydraulic information [Q50 and HW/D]

shown for large culverts (1200 mm (48”)

and larger)

Location bars along top of profile:

187 Guardrail and end treatments, indicate

right or left side of centerline

188 Special ditch locations

189 Bituminous curbs and inlets/outlets

190 Fences and gates (only if not shown on

the plan or in a separate section of the

plans).

SECTION E (if applicable)

ROAD APPROACHES









Page 113

Project Name

Project Number



Final PS&E Design Review

Activities Completed Designer:

Total Completed: 0 0

Incomplete: 390 390 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

Major approach roads (those needing

plan and profile sheet)

191 Plan and profile sheets meet same

requirements as for mainline sheets

192 Typical section identified (detail shown on

sheet if not cross-referenced to other

detail)

193 Cross reference to mainline stationing is

correct

194 Profile grade matches mainline grade

and superelevation rate.

195 Radii adequate for intended use of the

approach

196 Drainage adequate

197 Quantities shown on sheet or in overall

approach road summary table

Minor Approach Roads

198 Current standard drawings/conventional

drawings included



199 Approach road symbol on mainline plan

is correct (station, type, and grade)



200 Widths and radii dimensioned and

referenced

201 Approach road details match agreements

contained in the right-of-way agreements

with each landowner. Coordinate with

ROW section.

202 Include approach road data table and

details for dimensions.

203 Parking area plans checked for sufficient

turning and back-up movement widths.

Sufficient stall and island widths.



204 Provide elevations and coordinate for

critical points within parking areas, if

centerline and staking notes area not

provided. Include note stating,

“Elevations shown are to finished grade

unless otherwise noted”

205 ADA requirements considered in parking

area designs.

SECTION F (if applicable)

EROSION CONTROL PLAN

206 Tabulate temporary erosion control

quantities.

207 Special drawings included of plan layout

for entire project. (Same layout as plan

view from the P&P sheets - two plan

views per sheet)

208 Include temporary erosion control legend

on first plan layout sheet.

209 Existing features shown as applicable

(edge of road, wetlands, etc..)

210 Existing contours and all existing

drainage features shown

211 Proposed roadway centerline and

stationing including all approach roads

212 Staking or clearing limits

213 All proposed drainage structures, ditches,

etc. shown

214 All temporary erosion control measures

noted









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COMMENTS DNC DESIGNER REVIEWER Designer Comments

215 Drawings match NPDES permit

requirements

216 Include tempoarary diversion channel

standard sheet or revised details

217 Include standard or created erosion

control detail sheets, i.e. sediment traps,

sediment wattles, silt fence, straw bales,

filter berm details, etc.

218 Wetland mitigation sheets: tabulation of

quantities, Wetland plan sheets, area

sections as necessary, Planting plan

sheets, planting details, etc.

SECTION G (if applicable)

MATERIAL SOURCES AND/OR

DISPOSAL AREAS

219 Source number and reference to

geotechnical report for government

furnished sources.

220 Survey control (Base line) shown

221 Location of borings shown

222 Source development boundary shown

223 Show boundaries of main extraction area.



224 Source development typical section(s) as

applicable

225 Original ground line and finished grade

line. Include benching requirements.

226 Maximum final slopes ratio, provision for

drainage, etc.

227 Stripping notes

228 Seeding plan

229 Show proposed finish contours and

indicate areas of disturbance as well as

quantities to be removed.

230 Provide proposed finish profile(s)

sufficient to clearly indicate the scope of

work.

231 Include benching details in agreement

with state and federal quarry and pit

development standards as referenced in

Geotechnical report

232 Show disposal/stockpile of overburden

material

233 Source development & rehab information

consistent with Geotechnical Report.



234 Include revegetation and/or rehabilitation

plans to ensure proper drainage and

restoration of the site after disturbance.

Coordinate with project permits.



SECTION H (if applicable)

SUMMARY OF DRAINAGE

QUANTITIES

235 Include culvert stations and Estimated

maximum cover

236 Estimated structural excavation

237 End treatments shown (end section, drop

inlet, elbow, bevel, etc.)

238 Outlet treatment shown (riprap, etc.)

239 Alternate materials indicated (e.g.

aluminum, plastic, concrete) on

tabulation of drainage quantities.

240 Using current version of standard

Tabulation of Drainage spreadsheet









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COMMENTS DNC DESIGNER REVIEWER Designer Comments

241 Temporary culvert/diversion channels

considered.

242 Underdrain included in table (may be a

separate summary table elsewhere

depending on quantity)

243 Small culvert designs consistent with

PDDM recommendations

244 Indicate location of cultverts to be

removed and not replaced with new

245 Differentiate between general notes and

footnotes at the bottom of each sheet.



246 Show sheet totals for each pay item

number and coordinate with project totals

on last tabulation sheet.

Major drainage culverts

(1200 mm [48”] or greater) and fish

passage culverts:

247 Hydraulic recommendations followed

(hydraulic information, slope, length, and

invert elevations shown on plan/profile)



248 Headwalls (concrete or riprap) provided

for all culverts 1200 mm or larger.

Quantities shown. Standard drawings

referenced as needed. Smaller culverts

may have headwalls.

249 Drawings agree with permit requirements



250 Estimated informational quantities shown

.

251 Show skew angle measure from a line

perpendicular to centerline.

Riprap and outlet control system

details

252 Estimated quantities shown

253 Class of riprap per hydraulic

recommendations

254 Geotextiles shown and proper type

specified

Aquatic organism passage culverts

255 Flow information at the bottom of the

sheet matches permit constraints.

256 References shown for details on other

sheets

257 Structural foundation details included in

the section as necessary

258 End treatments shown (concrete collar,

conc. headwall, riprap, etc.)

259 Outlet control system details includeed as

per Hydraulics recommendation



260 Material composition defined for

placement inside structure.

261 Stone sills detailed and quantities shown



262 Energy dissipatorand riprap ditch details

included as required.

263 Standard pipe culvert details included

and current version used.

SECTION I (if applicable)

GUARDRAIL

264 Constructible details included (paving to

the face of the post, base materials

beyond, etc)









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COMMENTS DNC DESIGNER REVIEWER Designer Comments

SECTION J (if applicable)

FENCES, GATES & CATTLE GUARDS



265 Special drawing included showing fence

details (if different than standard details).

Other current standard

drawings/conventional details included.

266 Fencing, gate, and cattle guard details

match agreements contained in the right-

of-way agreements with each landowner.



SECTION K (if applicable)

RETAINING WALLS

Special drawings included showing:

267 Horizontal relationship to roadway

centerline (if not shown elsewhere)

268 Typical cross sections, showing

excavation limits, special backfill zones,

geotextiles, etc.

269 Vertical elevation of the face of the wall in

relationship to the profile grade, including

stationing and elevations.

270 General wall details (may be

standard/conventional detail drawings)

271 Special wall details applicable to this

specific project

272 Guardrail installation considered in wall

design/layout

273 Temporary traffic control considered in

wall design/layout. (Details may be

contained in the Temporary Traffic

Control Section)

274 Informational quantities included.

275 revegetation treatment considered in the

design

276 Underdrain system included in wall

design.

277 Foundation material included as

necessary at base of wall

278 Armoring at toe of wall included as

necessary

279 Revegetation placed in front of wall for

visual concerns considered.

SPECIAL SLOPE DESIGNS

Special drawings included showing:

280 Horizontal relationship to roadway

centerline (if not shown elsewhere)

281 Typical cross-sections, showing

excavation limits, rock buttresses, rock

blankets, catch basins, special drainage

details, etc.

282 Stationing agrees with plan and profile

sheets.

283 Bridge scour countermeasures, such as

riprapshown, if not provided elsewhere.



SECTION M (if applicable)

LANDSCAPING PLANS

284 Other agency drawings match WFLHD’s

Standard Format for Plans

SECTION N (if applicable)

TEMPORARY TRAFFIC CONTROL

285 Project termini signing included

286 Special detour signing plan (if needed)









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COMMENTS DNC DESIGNER REVIEWER Designer Comments

287 Special one-lane road signing plan (if

needed)

288 All sign symbols defined

289 Sign designations conform to MUTCD. If

not, special details are included or

referenced for each special sign.

290 Temporary striping quantities consistent

with special contract requirements

Striping plans included.

291 Necessary regulatory speed adjustments

during the construction phase have been

adequately addressed



292 Application of temporary concrete

barriers vs. a series of drums or cones

considered.

293 Use of signal lighting systems considered



294 Fillets of backfill requirements at

pavement drop-off locations spelled out.



295 Approval obtained from other agencies

for construction signs within their

jurisdictions.

296 High-level warning devices (flags and/or

warning lights) provided for advance

detour signing or other special

construction circumstances.

297 Pedestrian and bicycle signing and traffic

control devices considered.

298 Sign Quantity for multiple set-ups and

stages or relocation accounted for

(signing, devices, striping, etc.)

299 Install signs according to Detail WM635-2

and Part 6 of the “Manual on Uniform

Traffic Control Devices (MUTCD)”,

current edition.

300 Temporary concrete barriers designed

with proper flare rates and offsets to

terminal ends.

301 Advanced warning signs included where

applicable

SECTION O (if applicable)

PERMANENT SIGNING

302 Special drawings included showing plan

centerline stationing with each permanent

sign located and identified.

303 All sign symbols defined

304 Permanent sign locations can physically

be placed where indicated

305 All sign installations within the clear zone

are break-away or shielded with guardrail



306 Furnish and install signs meeting the

requirements of the latest edition of the

“Manual on Uniform Traffic Control

Devices (MUTCD)”, “Standard Highway

Signs” Book. Add Forest Service, Park

Service or any other sign reference that

you used to develop permanent traffic

control.

307 Incorporate any special signing from

client agencies.









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COMMENTS DNC DESIGNER REVIEWER Designer Comments

308 Permanent traffic control signs locations

shown on a location plan, double plan

sheet

309 Sign number, MUTCD designation,

location station shown on permanent sign

plan

PERMANENT STRIPING

310 Location of No Passing zones shown in

table format or on a plan view of the

alignment.

311 Plan shows typical striping details (width,

spacing, etc.) coordinate dimensions

and spacing with regulatory agency

responsible for the road.



312 Plan shows special pavement marking

details (stop bars, cross walks, arrows,

etc.)

313 Allowance made for two applications as

described in Subsection 634.13

314 Permanent sign installation details

included for posts to be used.

315 Delineators details included as

appropriate

SECTION P (if applicable)

BRIDGE PLANS

316 Stationing, superelevation, and grade

match plan & profile

317 Bridge quantities shown – contract

quantities identified

318 Hydraulic information shown

319 Standard bridge loading and bridge width

provided

320 Concrete Strength Consistent with SCR



Riprap details:

321 Class of riprap per hydraulic

recommendations

322 Placement dimensions per hydraulic

recommendations

323 Geotextiles shown and proper type

specified

324 Quantities shown

325 Guardrail/bridge rail pay lengths clearly

shown

SECTION Q.

Miscellaneous Items (if applicable)

326 Appropriate details have been

incorporated in the plan (obliteration,

boulders, benches, utilities, facilities,

etc…)

SPECIAL CONTRACT

REQUIREMENTS

327 SCR is the latest edition in the Library of

Specifications

328 All cross references are correct

329 Use Active Voice imperative mood

330 Check Measurement with how quantity is

calculated.

331 Define in Measurement, how items are

measured for payment.

332 Check items with structural excavation to

determine if Section 208 or 209 should

be referenced.









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COMMENTS DNC DESIGNER REVIEWER Designer Comments

333 Check sampling and testing tables for

correct item descriptions and applicable

tests

334 Material specifications cited for all unique

materials not contained in the FP

standard specifications

335 Hauling and access restrictions or

requirements spelled out. Any imposed

weight limits have been verified with the

client.

336 Rush hour, holiday weekends, or night

restrictions/requirements spelled out.

Need for noncompliance penalty

considered.

337 Required advance notice for lane or

roadway closures spelled out.

338 Seed type, rates, and seeding seasons

coordinated with client for permanent and

temporary seeding. If revegetation is to

be completed by others, this should be

clearly incicated. Include coordination

requirement for construction contractor

with those applying seed and

revegetation.



339 Stone masonry type, class, size,

roughness, etc. coordinated with State

DOT or Park if necessary

340 Utility coordination details

341 Lump sum pay items clearly identify and

describe the work included

342 101 Terms – appropriate State holidays

included

105 Control of Materials

343 Material sources clearly identified as

“optional” or “mandatory”, government

furnished or no government furnished

sites.

344 Sufficient staging area space for the

Contractor to perform operations or

documentation of a deficiency of space

and contractor must locate.

345 Water sources clearances obtained or

documented as not furnished by the

government.

106 Acceptance of Work - check

acceptance on all items:

346 Ø 106.02 Visual Inspection

347 Ø 106.03 Certification

348 Ø 106.04 Measured & Tested for

Conformance

349 Ø 106.05 Statistical Evaluation

107 Legal Relations and

Responsibility:

350 Contractor responsibilities clearly

delineated with regard to known

archaeological sites and endangered

species.

351 Contractor coordination and/or advance

notice with utilities clearly spelled out



352 Contractor coordination/requirements

with other Contractors clearly spelled out.









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COMMENTS DNC DESIGNER REVIEWER Designer Comments

353 Material sources have appropriate

clearances

354 Restrictions for working within streams

clearly spelled out

355 108 Prosecution and Progress – Work

limitations/restrictions clearly spelled out

and/or referenced to other Sections of the

SCRs.

356 152 Survey and Staking – Staking

requirements and basis of payment are

clear. Items requiring staking iterations

clearly identified

357 152 Survey and Staking Responsibilities

between Govt. and Contractor are clearly

defined

156 Public Traffic:

358 Requirements for accommodating public

traffic clearly spelled out as well as

limitations on the Contractor’s operations.



359 Responsibility for maintenance during

winter shut down clear.

360 Condition of roadway at winter shutdown

is clear.

157 Erosion Control:

361 Responsibility and payment for

maintenance is clear and consistent with

permits

362 Is turbidity monitoring necessary?

363 Is temporary turf addressed properly in

type and quantity?

364 158 Watering for Dust Control - List

watering sources and applicable

restrictions from permits.

365 201 Clearing and Grubbing – Disposal of

merchantable timber from National

Forest/private lands clearly spelled out

and in accordance with the ROW

agreements.

366 203 Removal of Structures and

Obstructions – Removal and salvage

requirements clearly spelled out,

including locations to place the salvaged

materials and contacts (name/phone

number) as appropriate.

367 203 Check Environmental Documents

and Permits for special requirements for

disposing of material (203.05)

368 204 Excavation and Embankment -

Requirements for conserving and

stockpiling topsoil clearly spelled out.

Requirements for disposal of

unsuitable/excess materials spelled out

and waste site specified.

369 602 Culverts and Drains - Match material

requirements to available drainage

material listed in the Summary of

Drainage Sheets.

370 700 – Material Specifications. Materials

specifications cited for all unique

materials not contained in the FP

Standard Specifications.









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Activities Completed Designer:

Total Completed: 0 0

Incomplete: 390 390 (0 comments)

NO/ QA

COMMENTS DNC DESIGNER REVIEWER Designer Comments

371 718 Traffic Signing and Marking Material.

- High intensity sheeting for signs,

barricades, drums, and cones considered

for anticipated night work

372 Sole Source items identified and

justifications prepared.

ESTIMATE

373 Estimate unit prices justified with

supporting documentation (UPA, supplier

quotes, etc.). Documentation is included

in the design book.

374 Lump Sum amounts documented in the

Design Book and reflect the work

identified in the Lump Sum item.

375 Incentive Pay Items identified and costs

included in the estimate.

376 Mathematical extensions of costs for

each item and the overall total cost are

correct.

377 Construction estimate within program

funds of justification provided

378 Quantities calculations for each bid item

are documented and included in the

design book.

379 Partnering cost included on Engineer

Estimate cover sheet

CPM CONSTRUCTION SCHEDULE

380 Holidays and other non-work days

identified and included in the schedule

381 Environmental and permit

restrictions/limitations/clearances

included in the schedule, including off-

project sources.

382 Limitation of construction operations

(Section 108) included in the schedule

383 Weather limitations observed and

included in the schedule. (priming and

paving late in the construction season

avoided, etc.)

384 Time included for submittal review(s) and

approval(s)

385 Production rates documented in the

project Design Book and/or included in

the CPM notes

386 Sequence of construction activities is

logical. Series activities are broken into

parallel activities with appropriate lag

time (i.e., grading may begin after

sufficient clearing and grubbing is

accomplished, even though all of the

clearing and grubbing is not complete;

placement of crushed aggregate base

may begin after completion of a

reasonable length of subgrade even

though all of the subgrade is not

complete, etc.)

387 Concrete curing times accounted for.

SIGNOFF PACKAGE

388 Refer to Signoff Review Checklist

PE HOLD FILE

389 Refer to PE HOLD File for Checklist

390 Check 10% of all construction staking

notes. Include in 10% Check turnout,

parking areas, and any other special

widening.









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Page 139

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

DESIGN CRITERIA

HORIZONTAL ALIGNMENT

1 Adequate spiral length provided.

2 Broken-back curves avoided

3 Compound curves avoided. No Point

on Curve (POC).

4 Minimum curve length for small

central angles provided.

5 Stopping sight distance meets

design criteria.

6 Unique stationing for designed

approaches and secondary roads.

VERTICAL ALIGNMENT

7 Grades are a minimum of 0.5%.

Flatter grades of 0.3% may be

allowed if justified (paved road,

adequately sloped, with firm

subgrade).

8 Stopping sight distance for crest and

sag curves meets design criteria



9 Decision sight distance documented



10 Vertical curve length rounded

11 Minimum length of vertical curve

provided. (K value)

12 Ditch profile – Hydralics input

documented (Check if special

ditches are needed for drainage)

Input from Hydraulics for special

ditches and ditch armoring.

13 Minimum gradient for curbed

sections provided.

14 Drop inlets located properly in curb

sections

15 Overhead utility crossings addressed



16 Horizontal and vertical curves

superimposed

ALIGNMENT CONSISTENCY

17 Horizontal and vertical alignments

match criteria and exceptions listed

on WFLHD-3 (Western Federal

Lands Highway Division Highway

Design Standards)

18 Coordinate horizontal and vertical

alignments in accordance with

AASHTO Green Book and Low

Volume Local Roads manual.

19 Design horizontal curves to be

longer than superimposed vertical

curves.

20 Ensure variation in operating speed

between long curves or long

tangents (>500 m) and the adjacent

curves is less than 20 km/hr (10

mph)

21 Proper connection to structure(s)

and existing roadway.

SUPERELEVATION

22 Super-elevation meets AASHTO

standards.

23 Super elevation rate agrees with

WFLHD-3 document.

24 Snow and ice conditions considered

in the selection of the maximum

super-elevation rate.

25 Super-elevation distributed correctly

on simple curves. Use appropriate

distribution based on design speed.



26 Minimum length of superelevation

runoff provided according to

AASHTO

27 Super-elevation run out is at the

same rate as super-elevation runoff

or flatter.

28 Designer has checked and modified

the Geopak generated

superelevation input file as

necessary.

29 Roll over is less than or equal to 8%

between traveled way and shoulder?





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Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

30 Ensure compound curves are sized

and superelevated correctly?

CROSS SECTION

31 Foreslopes provided according to

AASHTO (1:4 or flatter preferred; 1:3

steepest)

32 Ditch slopes match foreslopes and

provide a 1’ (0.3m) minimum ditch

depth below the subgrade shoulder.



33 Aesthetic cut and fill slope ratio

guideline followed.

34 Curve widening provided and listed

on plans.

35 Clear zone width criteria met.

36 Standard lane, shoulder, and median

widths being proposed, or

exceptions are documented.

37 Temporary pavement structure

adequate for both public and

construction traffic. Obtain input

and documentation from Materials

and Geotechnical specialists.

38 Proper offset provided between

travel lane and raised islands.

Proper median opening widths

provided.

39 Designed to accommodate guardrail

flare rates & offsets to terminal ends



40 Pedestrian and bicycle safety

considered (proper separation

between travel way and

bicycle/pedestrian facilities, proper

width of facility etc.)

41 Sufficient distance provided behind

roadside barriers for deflection

42 Above ground appurtenances and

equipment operation considered for

construction conflicts

43 Existing utility locations considered

for all work both above and below

ground Show their locations and

relocate utilities as necessary. Utility

agreements considered in plan

preparation.

44 Widening for mailboxes, turnouts,

parking areas, etc., provided

45 Document shrink/swell factors

utilized to determine earthwork

balance or quantities.

46 Guardrail sections are consistent

with standard drawings where

applicable

47 Retaining walls plotted on cross

sections

48 Rock buttresses, rock blankets, rock

catch basins, special drainage

details, etc., shown on plans



49 Catch basins accounted for in

earthwork design and quantities

50 Plotted drainage cross-sections

available for all minor drainage

culvert pipes (plotted along the skew

as needed).

51 Cross sections included underdrains,

drop inlet structures, and approach

road grades.

INTERSECTIONS

52 Identify critical and design vehicles

53 Intersecting roadway angles meet

AASHTO standards, or exceptions

are documented

54 Design platform area of sufficient

length for critical vehicles coming to

a stop condition. (±2% design

desirable)

55 Minimum stopping sight distances at

intersections provided.

56 Proper turning radii and widths

employed.







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Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

57 Sufficient acceleration/deceleration

lane lengths for speed conditions

and storage included where

necessary.

RIGHT-OF-WAY

58 ROW limits shown on the plans are

correct, properly labeled, and match

the ROW plans for acquisition



59 Construction easements (temporary

& permanent) identified. Right-of-

Way and Utility Section to provice

based on design. Easement

includes construction of driveways,

drainage structures, outlet or inlet

ditches, temporary diversion

channels, and sediment basins, etc.



60 ROW fences included where

necessary

61 Clearing limits are contained within

the ROW/construction easement

limits.

62 ROW includes sight triangle at

intersections.

UTILITIES

63 Utility agreements are incorporated

or documented as necessary

64 Overhead utility crossings

considered for height restrictions

65 Check existing utility locations for

conflicts.

WFLHD-3 -DESIGN STANDARDS

AND EXCEPTIONS FORM

66 WFLHD-3 completed with design

exceptions noted and justified.

67 WFLHD-3 is completed with all

necessary signatures

68 Design agrees with approved

WFLHD-3

ENVIRONMENTAL CLEARANCE

69 Completed Environmental Checklist

provided by environment.

70 Permit restrictions referenced in

project SCR's

71 Plans agree with permit direction

and limitations.

PLANS IN GENERAL

72 Appropriate units used (Metric or US

Cust.)

73 Do not use “Station” or “Sta” as a

prefix to station numbers.

74 Plan format consistent with Standard

Format for Plans, WFLHD Procedure

9.6.A-1, or deviations justified.



75 WLFHD Conventional Details and

symbology used consistently

throughout plans & legend employed

as appropriate.

76 Match call outs for work items to pay

item descriptions

77 Current naming convention for plan

sheets employed.

78 Work item locations consistent

throughout plans

79 Schedules/Options identified (if

used)

80 Offset curvature considered in

quantity calculations and

measurement method identified in

specifications.

81 Cross reference sheet numbers, and

footnotes correct.

82 Notes are clear, concise, descriptive,

and brief. Use active voice within

notes and footnotes (i.e. Install,

Construct, Place, Protect). Do NOT

include instructions covered in the

specifications or information more

appropriately placed in

specifications.







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Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

83 “Designed by”, “Checked by” and

“Date” is filled out on all sheets

except Standard Drawings. Included

filename and date.

84 Applicable Standard Drawings

included

85 Revise title block of Standard

Drawing if changes are made.

86 North arrow included on all plans

87 Details are readable with adequate

information

88 Boundary lines, State, County, City

Township, range, and section

numbers included, as applicable.

89 Ties to section corners should be

shown in the ROW plans not in

construction packet.

90 Show ownership in ROW drawings.

91 Scale is provided, as applicable.

Graphic scale bar is preferred.

92 Correct item numbers, descriptions,

pay units indicated.

93 Use correct number of decimal

places in the quantities (Contact

Contract Administration Specialist for

guidance and/or use Engineer

Estimate pay item listing for correct

number of decimal places).

94 Estimating values are shown in

tables where appropriate.

95 Summary table quantities are

correlated with plan-profile details

and Summary of Quantities.

96 Quantity totals are correct.

97 Tabulations in quantity tables show

how a quantity is developed (station

ranges, etc.)

98 Tables are arranged by increasing

pay item number.

SECTION A

TITLE SHEET/VICINITY MAP

99 Title and project designation

100 Length of project (agrees with

stationing shown on vicinity map and

on the plan sheets)

101 County, State, National Park, Forest,

etc. noted as appropriate

102 Graphic scale bar shown

103 FP-XX specification reference or

standard specification to be used for

the project noted.

104 Type of construction identified

105 Design consultant logo and PE

stamp, if applicable. Place at lower

left corner and at less than 2/3 size

of FHWA logo. Do not show

address or phone number on logo.



106 Index to Sheets & Standard

Drawings

107 Sheet description should match the

sheet’s title block.

108 Key map of state showing project

location, current map

Check design designation data:

109 * ADT

110 * Design years ADT

111 * Directional (D) if applicable

112 * % Trucks, if available

113 * V (speed)

114 * e(max)

115 Provision for dates and signatures

for the appropriate approving

officials

LOCATION MAP (Title sheet or

Vicinity map)

116 Begin, Suspend, Resume, and End

Project stationing accurate

117 Schedules/Options identified (if

used)

118 Dist. to nearest city









Page 143 of 154

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

119 Material source, disposal areas,

stockpile sites, staging areas,

storage areas, water sources, etc.

identified if government furnished

120 Major roads, creeks, rivers, County,

National Parks, National Forest, and

key features identified and legible.



121 Scale is provided, as applicable.

Graphic scale bar is preferred.

CONVENTIONAL PLAN SYMBOLS

AND ABBREVIATIONS

122 Current edition

SECTION B

SUMMARY OF QUANTITIES

123 Allowances take into consideration

recommendations of Project

Development Design Manual and

accuracy of estimated quantities.

124 Plan quantity totals match support

documentation in the Design Book.

125 Items of work paid for under the

contract quantity (CQ) provisions on

Section 109 are identified.

126 Appropriate column headings

labeled and match plan sections

127 Quantities represented to the

appropriate decimal value.

SECTION C

TYPICAL SECTION(S)

Typical Section(s) (Include

separate typical sections for each

differing type of work as needed

i.e., Reconstruction,

subexcavation, 3R section,

guardrail, include changes in

design speed if applicable, etc.)

128 Profile grade point identified

129 Roadway width(s) (traveled way,

extra lanes, median, shoulder, total

subgrade, surfacing slopes, ditch,

etc.)

130 Crown, foreslopes, ditch slopes,

typical cut and fill slopes, additional

clearing, other special slopes and

dimensions shown as needed.



131 Number of pavement lifts required

per material type and

recommendations by Materials

132 Proposed pavement structure

shown. Detail(s) used to clarify

complex pavement structures.

133 Clearing - seeding limits (lateral pay

limits clearly shown)

134 Identify the typical section as

“Mainline”, the roadway name, or a

specific approach road, along with

appropriate station ranges.

135 Subexcavation structural details

136 Slope rounding details

137 Note: Verify impacts of rounding

(wetland, tree line, etc.).

138 Widening tables (Such as curve

widening and rock fall ditches, etc),

notes, or details as appropriate



139 Include appropriate notes as

outlined under WFLHD procedure

9.6.A-1

SECTION D

PLAN & PROFILE SUMMARY

TABLES

Overall Earthwork Summary Table

(usually on a separate sheet at the

beginning of the Plan and Profile

Section,) All relevant earthwork

quantities included:

140 Prism excavation and embankment

141 Topsoil stripping from cut/fill areas

142 Approach Roads

143 Unsuitable materials







Page 144 of 154

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

144 Materials in the prism excavation

conserved for other uses (riprap,

milling quantities, materials sources,

etc.)

145 Suitable material generated from

retaining walls, special drainage

work, etc., that is otherwise

unaccounted for

146 Correlation with plan-profile

stationing (left or right, etc.)

147 Excavation and embankment for

temporary traffic control widening

considered in quantities and noted

on plans.

148 Quantities agree with Geopak design

data printouts or hand calculations



149 Applicable footnotes included for

topsoil, widening, aprons, turnouts,

catch basins, etc.)

Related Summary tables:

150 Clearing and grubbing

151 Placing conserved topsoil

152 Revegetation (Seeding/mulching)

153 Geotextiles (if not included

elsewhere)

154 Sub-excavation quantities

155 Obliteration of old roadways (if not

included elsewhere

PLAN VIEW

156 Avoid dividing major structures,

highway intersections, interchanges,

or grade separations between

sheets.

157 Beginning and end of work (Project

number, road name, stations,

elevations, and coordinates shown)

158 Utility ownerships and contact

information, address and phone

numbers shown

159 “Line as Staked and to be

Constructed” note or “Line to be

Constructed” according to 152

requirements.

160 Edge of existing pavement shown if

applicable

161 Slope stake limits shown.

162 Right-of-way limits and easements

are shown. Identify all ownerships

for right of way purposes. Add the

following note to the plan section of

P&P sheets: “Refer to

XXXXX(project name and number)

Right-of-Way Plans for permanent

and construction easement boundary

locations and descriptions”



163 Curve data, stationing, and bearings

shown

164 Superelevation rate shown for each

curve

165 Use Control Point (CP) symbol and

symbol name on plan. Coordinates

and elevations usually shown in

Control Point table.

166 Graphically show proposed locations

of culvert pipe (with skew), guardrail,

walls, and other proposed work

items. Use approved symbols.

Curbing is optional however

represent graphically if primary item

of work. If item is shown in profile, no

note is needed in plan view. Include

reference to other sections in note if

applicable.



167 Existing features such as streams,

lakes, buildings, bridges, signs,

fences, utilities and other relevant

culture shown and labeled as

appropriate

168 Connection details shown for each

end of the project and referenced





Page 145 of 154

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

169 Road approaches shown (location

symbol with type, width, and grade)



170 Bridge sites shown and cross-

referenced to bridge plans

171 Show companion sites (turnouts,

parking areas, etc.) mainline

stationing, centerline, outline, and

slope stake limits.

172 Show removal items as a note and

show in table as applicable

173 Show Roadway obliteration locations

with a note and show in table as

applicable

174 Riprap symbology shown

175 Show legend on first P&P sheet

176 Include reference to project right-of-

way plans for easement boundary

locations and descriptions.

PROFILE VIEW

177 Grid elevations labeled. Profile

breaks included as needed.

178 Existing ground lines and new profile

grade shown and labeled.

179 Beginning and end of work (stations

and elevations) matches plan view.



180 VPI information, K values, length of

verticle curves, grades and Safe

Stopping Distance shown for each

curve.

181 Special ditches, subexcavations

guardrail and terminals and

underdrains shown in bar graph or

on separate detail sheets. Show

exact stations, lengths, elevations,

and other information.

182 Unadjusted excavation and

embankment quantities shown along

bottom of sheet. Break the earthwork

bars at the end of a cut or fill run.



183 Show Bridges and major structure

outline only in the proper location

and reference to appropriate

drawings.

184 New culvert station and size shown.

Position agrees with plan.

185 Culverts to be deleted and/or

replaced

186 Hydraulic information [Q50 and

HW/D] shown for large culverts

(1200 mm (48”) and larger)

Location bars along top of profile:

187 Guardrail and end treatments,

indicate right or left side of centerline



188 Special ditch locations

189 Bituminous curbs and inlets/outlets



190 Fences and gates (only if not shown

on the plan or in a separate section

of the plans).

SECTION E (if applicable)

ROAD APPROACHES

Major approach roads (those

needing plan and profile sheet)

191 Plan and profile sheets meet same

requirements as for mainline sheets



192 Typical section identified (detail

shown on sheet if not cross-

referenced to other detail)

193 Cross reference to mainline

stationing is correct

194 Profile grade matches mainline

grade and superelevation rate.

195 Radii adequate for intended use of

the approach

196 Drainage adequate

197 Quantities shown on sheet or in

overall approach road summary

table

Minor Approach Roads

Page 146 of 154

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

198 Current standard

drawings/conventional drawings

included

199 Approach road symbol on mainline

plan is correct (station, type, and

grade)

200 Widths and radii dimensioned and

referenced

201 Approach road details match

agreements contained in the right-of-

way agreements with each

landowner. Coordinate with ROW

section.

202 Include approach road data table

and details for dimensions.

203 Parking area plans checked for

sufficient turning and back-up

movement widths. Sufficient stall and

island widths.

204 Provide elevations and coordinate

for critical points within parking

areas, if centerline and staking notes

area not provided. Include note

stating, “Elevations shown are to

finished grade unless otherwise

noted”

205 ADA requirements considered in

parking area designs.

SECTION F (if applicable)

EROSION CONTROL PLAN

206 Tabulate temporary erosion control

quantities.

207 Special drawings included of plan

layout for entire project. (Same

layout as plan view from the P&P

sheets - two plan views per sheet)

208 Include temporary erosion control

legend on first plan layout sheet.

209 Existing features shown as

applicable (edge of road, wetlands,

etc..)

210 Existing contours and all existing

drainage features shown

211 Proposed roadway centerline and

stationing including all approach

roads

212 Staking or clearing limits

213 All proposed drainage structures,

ditches, etc. shown

214 All temporary erosion control

measures noted

215 Drawings match NPDES permit

requirements

216 Include tempoarary diversion

channel standard sheet or revised

details

217 Include standard or created erosion

control detail sheets, i.e. sediment

traps, sediment wattles, silt fence,

straw bales, filter berm details, etc.

218 Wetland mitigation sheets:

tabulation of quantities, Wetland

plan sheets, area sections as

necessary, Planting plan sheets,

planting details, etc.

SECTION G (if applicable)

MATERIAL SOURCES AND/OR

DISPOSAL AREAS

219 Source number and reference to

geotechnical report for government

furnished sources.

220 Survey control (Base line) shown

221 Location of borings shown

222 Source development boundary

shown

223 Show boundaries of main extraction

area.

224 Source development typical

section(s) as applicable

225 Original ground line and finished

grade line. Include benching

requirements.

226 Maximum final slopes ratio, provision

for drainage, etc.

Page 147 of 154

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

227 Stripping notes

228 Seeding plan

229 Show proposed finish contours and

indicate areas of disturbance as well

as quantities to be removed.

230 Provide proposed finish profile(s)

sufficient to clearly indicate the

scope of work.

231 Include benching details in

agreement with state and federal

quarry and pit development

standards as referenced in

Geotechnical report

232 Show disposal/stockpile of

overburden material

233 Source development & rehab

information consistent with

Geotechnical Report.

234 Include revegetation and/or

rehabilitation plans to ensure proper

drainage and restoration of the site

after disturbance. Coordinate with

project permits.

SECTION H (if applicable)

SUMMARY OF DRAINAGE

QUANTITIES

235 Include culvert stations and

Estimated maximum cover

236 Estimated structural excavation

237 End treatments shown (end section,

drop inlet, elbow, bevel, etc.)



238 Outlet treatment shown (riprap, etc.)



239 Alternate materials indicated (e.g.

aluminum, plastic, concrete) on

tabulation of drainage quantities.

240 Using current version of standard

Tabulation of Drainage spreadsheet

241 Temporary culvert/diversion

channels considered.

242 Underdrain included in table (may be

a separate summary table elsewhere

depending on quantity)

243 Small culvert designs consistent with

PDDM recommendations

244 Indicate location of cultverts to be

removed and not replaced with new

245 Differentiate between general notes

and footnotes at the bottom of each

sheet.

246 Show sheet totals for each pay item

number and coordinate with project

totals on last tabulation sheet.



Major drainage culverts

(1200 mm [48”] or greater) and

fish passage culverts:

247 Hydraulic recommendations followed

(hydraulic information, slope, length,

and invert elevations shown on

plan/profile)

248 Headwalls (concrete or riprap)

provided for all culverts 1200 mm or

larger. Quantities shown. Standard

drawings referenced as needed.

Smaller culverts may have

headwalls.

249 Drawings agree with permit

requirements

250 Estimated informational quantities

shown .

251 Show skew angle measure from a

line perpendicular to centerline.

Riprap and outlet control system

details

252 Estimated quantities shown

253 Class of riprap per hydraulic

recommendations

254 Geotextiles shown and proper type

specified

Aquatic organism passage







Page 148 of 154

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

255 Flow information at the bottom of the

sheet matches permit constraints.



256 References shown for details on

other sheets

257 Structural foundation details

included in the section as necessary



258 End treatments shown (concrete

collar, conc. headwall, riprap, etc.)

259 Outlet control system details

includeed as per Hydraulics

recommendation

260 Material composition defined for

placement inside structure.

261 Stone sills detailed and quantities

shown

262 Energy dissipatorand riprap ditch

details included as required.

263 Standard pipe culvert details

included and current version used.

SECTION I (if applicable)

GUARDRAIL

264 Constructible details included

(paving to the face of the post, base

materials beyond, etc)

SECTION J (if applicable)

FENCES, GATES & CATTLE

GUARDS

265 Special drawing included showing

fence details (if different than

standard details). Other current

standard drawings/conventional

details included.

266 Fencing, gate, and cattle guard

details match agreements contained

in the right-of-way agreements with

each landowner.

SECTION K (if applicable)

RETAINING WALLS

Special drawings included

showing:

267 Horizontal relationship to roadway

centerline (if not shown elsewhere)

268 Typical cross sections, showing

excavation limits, special backfill

zones, geotextiles, etc.

269 Vertical elevation of the face of the

wall in relationship to the profile

grade, including stationing and

elevations.

270 General wall details (may be

standard/conventional detail

drawings)

271 Special wall details applicable to this

specific project

272 Guardrail installation considered in

wall design/layout

273 Temporary traffic control considered

in wall design/layout. (Details may

be contained in the Temporary

Traffic Control Section)

274 Informational quantities included.

275 revegetation treatment considered in

the design

276 Underdrain system included in wall

design.

277 Foundation material included as

necessary at base of wall

278 Armoring at toe of wall included as

necessary

279 Revegetation placed in front of wall

for visual concerns considered.

SPECIAL SLOPE DESIGNS

Special drawings included

showing:

280 Horizontal relationship to roadway

centerline (if not shown elsewhere)

281 Typical cross-sections, showing

excavation limits, rock buttresses,

rock blankets, catch basins, special

drainage details, etc.







Page 149 of 154

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

282 Stationing agrees with plan and

profile sheets.

283 Bridge scour countermeasures, such

as riprapshown, if not provided

elsewhere.

SECTION M (if applicable)

LANDSCAPING PLANS

284 Other agency drawings match

WFLHD’s Standard Format for Plans



SECTION N (if applicable)

TEMPORARY TRAFFIC CONTROL



285 Project termini signing included

286 Special detour signing plan (if

needed)

287 Special one-lane road signing plan

(if needed)

288 All sign symbols defined

289 Sign designations conform to

MUTCD. If not, special details are

included or referenced for each

special sign.

290 Temporary striping quantities

consistent with special contract

requirements Striping plans

included.

291 Necessary regulatory speed

adjustments during the construction

phase have been adequately

addressed

292 Application of temporary concrete

barriers vs. a series of drums or

cones considered.

293 Use of signal lighting systems

considered

294 Fillets of backfill requirements at

pavement drop-off locations spelled

out.

295 Approval obtained from other

agencies for construction signs

within their jurisdictions.

296 High-level warning devices (flags

and/or warning lights) provided for

advance detour signing or other

special construction circumstances.



297 Pedestrian and bicycle signing and

traffic control devices considered.

298 Sign Quantity for multiple set-ups

and stages or relocation accounted

for (signing, devices, striping, etc.)

299 Install signs according to Detail

WM635-2 and Part 6 of the “Manual

on Uniform Traffic Control Devices

(MUTCD)”, current edition.

300 Temporary concrete barriers

designed with proper flare rates and

offsets to terminal ends.

301 Advanced warning signs included

where applicable

SECTION O (if applicable)

PERMANENT SIGNING

302 Special drawings included showing

plan centerline stationing with each

permanent sign located and

identified.

303 All sign symbols defined

304 Permanent sign locations can

physically be placed where indicated



305 All sign installations within the clear

zone are break-away or shielded

with guardrail

306 Furnish and install signs meeting the

requirements of the latest edition of

the “Manual on Uniform Traffic

Control Devices (MUTCD)”,

“Standard Highway Signs” Book.

Add Forest Service, Park Service or

any other sign reference that you

used to develop permanent traffic

control.





Page 150 of 154

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

307 Incorporate any special signing from

client agencies.

308 Permanent traffic control signs

locations shown on a location plan,

double plan sheet

309 Sign number, MUTCD designation,

location station shown on permanent

sign plan

PERMANENT STRIPING

310 Location of No Passing zones shown

in table format or on a plan view of

the alignment.

311 Plan shows typical striping details

(width, spacing, etc.) coordinate

dimensions and spacing with

regulatory agency responsible for

the road.

312 Plan shows special pavement

marking details (stop bars, cross

walks, arrows, etc.)

313 Allowance made for two applications

as described in Subsection 634.13



314 Permanent sign installation details

included for posts to be used.

315 Delineators details included as

appropriate

SECTION P (if applicable)

BRIDGE PLANS

316 Stationing, superelevation, and

grade match plan & profile

317 Bridge quantities shown – contract

quantities identified

318 Hydraulic information shown

319 Standard bridge loading and bridge

width provided

320 Concrete Strength Consistent with

SCR

Riprap details:

321 Class of riprap per hydraulic

recommendations

322 Placement dimensions per hydraulic

recommendations

323 Geotextiles shown and proper type

specified

324 Quantities shown

325 Guardrail/bridge rail pay lengths

clearly shown

SECTION Q.

Miscellaneous Items (if

326 Appropriate details have been

incorporated in the plan (obliteration,

boulders, benches, utilities, facilities,

etc…)

SPECIAL CONTRACT

REQUIREMENTS

327 SCR is the latest edition in the

Library of Specifications

328 All cross references are correct

329 Use Active Voice imperative mood

330 Check Measurement with how

quantity is calculated.

331 Define in Measurement, how items

are measured for payment.

332 Check items with structural

excavation to determine if Section

208 or 209 should be referenced.

333 Check sampling and testing tables

for correct item descriptions and

applicable tests

334 Material specifications cited for all

unique materials not contained in the

FP standard specifications

335 Hauling and access restrictions or

requirements spelled out. Any

imposed weight limits have been

verified with the client.

336 Rush hour, holiday weekends, or

night restrictions/requirements

spelled out. Need for

noncompliance penalty considered.



337 Required advance notice for lane or

roadway closures spelled out.

Page 151 of 154

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

338 Seed type, rates, and seeding

seasons coordinated with client for

permanent and temporary seeding.

If revegetation is to be completed by

others, this should be clearly

incicated. Include coordination

requirement for construction

contractor with those applying seed

and revegetation.

339 Stone masonry type, class, size,

roughness, etc. coordinated with

State DOT or Park if necessary

340 Utility coordination details

341 Lump sum pay items clearly identify

and describe the work included



342 101 Terms – appropriate State

holidays included

105 Control of Materials

343 Material sources clearly identified as

“optional” or “mandatory”,

government furnished or no

government furnished sites.

344 Sufficient staging area space for the

Contractor to perform operations or

documentation of a deficiency of

space and contractor must locate.



345 Water sources clearances obtained

or documented as not furnished by

the government.

106 Acceptance of Work - check

acceptance on all items:

346 Ø 106.02 Visual Inspection

347 Ø 106.03 Certification

348 Ø 106.04 Measured & Tested

for Conformance

349 Ø 106.05 Statistical Evaluation

107 Legal Relations and

Responsibility:

350 Contractor responsibilities clearly

delineated with regard to known

archaeological sites and endangered

species.

351 Contractor coordination and/or

advance notice with utilities clearly

spelled out

352 Contractor

coordination/requirements with other

Contractors clearly spelled out.



353 Material sources have appropriate

clearances

354 Restrictions for working within

streams clearly spelled out

355 108 Prosecution and Progress –

Work limitations/restrictions clearly

spelled out and/or referenced to

other Sections of the SCRs.



356 152 Survey and Staking – Staking

requirements and basis of payment

are clear. Items requiring staking

iterations clearly identified

357 152 Survey and Staking

Responsibilities between Govt. and

Contractor are clearly defined

156 Public Traffic:

358 Requirements for accommodating

public traffic clearly spelled out as

well as limitations on the

Contractor’s operations.

359 Responsibility for maintenance

during winter shut down clear.

360 Condition of roadway at winter

shutdown is clear.

157 Erosion Control:

361 Responsibility and payment for

maintenance is clear and consistent

with permits

362 Is turbidity monitoring necessary?

363 Is temporary turf addressed properly

in type and quantity?





Page 152 of 154

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

364 158 Watering for Dust Control - List

watering sources and applicable

restrictions from permits.



365 201 Clearing and Grubbing –

Disposal of merchantable timber

from National Forest/private lands

clearly spelled out and in

accordance with the ROW

agreements.

366 203 Removal of Structures and

Obstructions – Removal and salvage

requirements clearly spelled out,

including locations to place the

salvaged materials and contacts

(name/phone number) as

appropriate.

367 203 Check Environmental

Documents and Permits for special

requirements for disposing of

material (203.05)

368 204 Excavation and Embankment -

Requirements for conserving and

stockpiling topsoil clearly spelled

out. Requirements for disposal of

unsuitable/excess materials spelled

out and waste site specified.



369 602 Culverts and Drains - Match

material requirements to available

drainage material listed in the

Summary of Drainage Sheets.

370 700 – Material Specifications.

Materials specifications cited for all

unique materials not contained in the

FP Standard Specifications.

371 718 Traffic Signing and Marking

Material. - High intensity sheeting

for signs, barricades, drums, and

cones considered for anticipated

night work

372 Sole Source items identified and

justifications prepared.

ESTIMATE

373 Estimate unit prices justified with

supporting documentation (UPA,

supplier quotes, etc.).

Documentation is included in the

design book.

374 Lump Sum amounts documented in

the Design Book and reflect the work

identified in the Lump Sum item.



375 Incentive Pay Items identified and

costs included in the estimate.

376 Mathematical extensions of costs for

each item and the overall total cost

are correct.

377 Construction estimate within

program funds of justification

provided

378 Quantities calculations for each bid

item are documented and included in

the design book.

379 Partnering cost included on Engineer

Estimate cover sheet

CPM CONSTRUCTION SCHEDULE



380 Holidays and other non-work days

identified and included in the

schedule

381 Environmental and permit

restrictions/limitations/clearances

included in the schedule, including

off-project sources.

382 Limitation of construction operations

(Section 108) included in the

schedule

383 Weather limitations observed and

included in the schedule. (priming

and paving late in the construction

season avoided, etc.)

384 Time included for submittal review(s)

and approval(s)

Page 153 of 154

Project Name

Project Number

Preliminary Design Review – Line and Grade Intermediate Design Review – For Permits and ROW Plan-In-Hand Design Review – Draft PS&E Package Final PS&E Design Review





Activities Activities Activities Activities

Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer: Designer: QA Reviewer:

Completed Completed Completed Completed

Total Completed:

incomplete: 94 94 170 170 385 385 390 390

QA QA QA QA

COMMENTS DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments DESIGNER REVIEWER Designer Comments QA Reviewer Comments

385 Production rates documented in the

project Design Book and/or included

in the CPM notes

386 Sequence of construction activities is

logical. Series activities are broken

into parallel activities with

appropriate lag time (i.e., grading

may begin after sufficient clearing

and grubbing is accomplished, even

though all of the clearing and

grubbing is not complete; placement

of crushed aggregate base may

begin after completion of a

reasonable length of subgrade even

though all of the subgrade is not

complete, etc.)

387 Concrete curing times accounted for.



SIGNOFF PACKAGE

388 Refer to Signoff Review Checklist

PE HOLD FILE

389 Refer to PE HOLD File for Checklist



390 Check 10% of all construction

staking notes. Include in 10% Check

turnout, parking areas, and any other

special widening.









Page 154 of 154