# Quality Assurance/Quality Control Checklist

Revised August 10, 2006

Project Name:

Project Number:

Prepared By:

> Environmental Clearance: Date:
>
> ROW Plans: Date:
>
> Permits: Date:
>
> Construction Plans:
>
> Construction Specifications:
>
> Construction Estimate:
>
> Construction CPM:

Preliminary Design QA/QC Reviewer: Date:

Intermediate Design QA/QC Reviewer: Date:

Plan-In-Hand Design QA/QC Reviewer: Date:

Final PS&E Design QA/QC Reviewer: Date:

Abbreviations used in the following checklist:

**OK** -- means that the checklist item has been checked and found to be
satisfactory

**No** -- means that the checklist item was checked and found deficient.
Explanatory comments added in the item box or in a supplementary report.

**CPM** -- Critical Path Method

**DNC** -- did not check

**HDM** -- Highway Design Manager

**HSE** -- Design Quality and Safety

**N/A** -- not applicable for this project.

**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

**[Shaded areas]{.mark}** -- Areas that are shaded are not considered
mandatory for review.

**P.\_\_** refers to a page number in *AASHTO Policy in Geometric Design
of Roads and Streets 2001*

The "**AS DESIGNED**" column is for the **QA/QC reviewer**.

The "**AS REVISED**" column is for **follow-up review** after the
designer has made any corrections before the review package is made
available for client review.

Items that are checked "**NO**" or "**DNC**" must be checked at
subsequent reviews

**Preliminary Design** is considered complete when the environmental
document has been drafted and signed. Design alternatives are completed
to the level required to produce the appropriate document. Preliminary
surveys and engineering investigations (Geotech, Hydraulics, etc.) have
been performed.

**Intermediate Design** is considered complete when design information
is detailed enough to establish right-of-way limits and for the
application of any required permits. This may require the completion of
drainage design and staking of construction limits. The WFLHD-3 (Highway
Design Standards) form should be approved by the HDM and HSE.

**Plan-in-Hand Design** is considered complete when all design elements
have been incorporated into the plan set for the purpose of a thorough
field review. A complete plan set, cost estimate, and draft SCRs are
provided for both internal and external reviews.

**Final Design** is considered complete when the PS&E package is
approved by the cooperating agency(s) as indicated by final concurrence
at the end of the final review process. The package should include a
detailed CPM schedule.

<table>
<colgroup>
<col style="width: 6%" />
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<col style="width: 38%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
<col style="width: 6%" />
</colgroup>
<thead>
<tr class="header">
<th colspan="3">COMMENTS</th>
<th colspan="2"><p>Preliminary Design</p>
<p>(30%)</p>
<p>LINE &amp; GRADE</p></th>
<th colspan="2"><p>Intermediate Design</p>
<p>(50%)</p>
<p>FOR PERMITS &amp; ROW</p></th>
<th colspan="2"><p>Plan-in-Hand</p>
<p>(70%)</p>
<p>DRAFT PS&amp;E PACKAGE</p></th>
<th colspan="2"><p>Final PS&amp;E</p>
<p>(95%)</p></th>
</tr>
<tr class="odd">
<th></th>
<th></th>
<th></th>
<th><blockquote>
<p>AS DESIGNED</p>
</blockquote></th>
<th><blockquote>
<p>AS REVISED</p>
</blockquote></th>
<th><blockquote>
<p>AS DESIGNED</p>
</blockquote></th>
<th><blockquote>
<p>AS REVISED</p>
</blockquote></th>
<th><blockquote>
<p>AS DESIGNED</p>
</blockquote></th>
<th><blockquote>
<p>AS REVISED</p>
</blockquote></th>
<th><blockquote>
<p>AS DESIGNED</p>
</blockquote></th>
<th><blockquote>
<p>AS REVISED</p>
</blockquote></th>
</tr>
</thead>
<tbody>
<tr class="odd">
<td></td>
<td></td>
<td><h2 id="design-criteria">DESIGN CRITERIA</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="horizontal-alignment">HORIZONTAL ALIGNMENT</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>A.1</td>
<td></td>
<td>Design exception avoided or documented.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>A.2</td>
<td></td>
<td>Adequate spiral length. P. 157-165, P. 170, P. 179, P. 181</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>A.3</td>
<td></td>
<td>Broken-back curves avoided</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>A.4</td>
<td></td>
<td>Compound curves. No Point on Curve (POC) P. 205-206, P. 233-234</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>A.5</td>
<td></td>
<td>Minimum curve length for small central angles provided. P.
233-234</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>A.6</td>
<td></td>
<td>Stopping sight distance.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>A.7</td>
<td></td>
<td>Use unique stationing for designed approaches and secondary
roads.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="vertical-alignment">VERTICAL ALIGNMENT</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>B.1</td>
<td></td>
<td>Design exception avoided or documented.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>B.2</td>
<td></td>
<td>Grades flatter than 0.5%. P. 242.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>B.3</td>
<td></td>
<td>Stopping sight distance</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>B.4</td>
<td></td>
<td>Round vertical curve length</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>B.5</td>
<td><mark></mark></td>
<td>Minimum length of vertical curve. (K value)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>B.6</td>
<td></td>
<td>Ditch profile (Check if special ditches are needed for
drainage)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>B.7</td>
<td></td>
<td><p>Minimum gradient for curbed sections.</p>
<p>Drop inlets in curb sections</p></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>B.8</td>
<td></td>
<td>Overhead utility crossings</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="alignment-consistency">ALIGNMENT CONSISTENCY</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>C.1</td>
<td></td>
<td>Horizontal and vertical alignments match criteria and exceptions
listed on WFLHD-3 (Western Federal Lands Highway Division Highway Design
Standards)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>C.2</td>
<td></td>
<td>Horizontal and vertical alignments are coordinated (horizontal
curves should be superimposed on vertical curves) P. 233 &amp; P.
234</td>
<td></td>
<td></td>
<td><mark></mark></td>
<td><mark></mark></td>
<td><mark></mark></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>C.3</td>
<td></td>
<td>Horizontal curves should be longer than superimposed vertical
curves.</td>
<td><mark></mark></td>
<td><mark></mark></td>
<td><mark></mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>C.4</td>
<td></td>
<td>Horizontal curves should not be hidden behind crest vertical
curves.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>C.5</td>
<td></td>
<td>Minimum radius horizontal curves should not be superimposed on
pronounced crest or sag vertical curves.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>C.6</td>
<td></td>
<td>Variation in operating speed between long curves or long tangents
(&gt;500 m) and the adjacent curve less than 20 km/hr (10 mph)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>C.7</td>
<td></td>
<td>Proper connection to structure(s) and existing roadway.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="superelevation">SUPERELEVATION</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>D.1</td>
<td></td>
<td>Super-elevation for each horizontal curve is according to AASHTO
Tables for the design speed and maximum super-elevation rate. Checks
with WFLHD-3.doc. P. 156-165</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>D.2</td>
<td></td>
<td>Snow and ice conditions considered in the selection of the maximum
super-elevation rate.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>D.3</td>
<td></td>
<td>Super-elevation distributed correctly on simple curves if spirals
are not used. P. 175</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>D.4</td>
<td></td>
<td>Minimum length of superelevation runoff provided according to AASHTO
(P. 156-165)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>D.5</td>
<td></td>
<td>Super-elevation run out (including super-elevation transition in
areas of short intervening tangents between reversing curves) is at the
same rate as super-elevation runoff or flatter.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>D.6</td>
<td></td>
<td>Roll over is less than or equal to 8% between traveled way and
shoulder?</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>D.7</td>
<td></td>
<td>Where compound curves are necessary are adjacent curves sized and
superelevated correctly? P. 234</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="cross-section">CROSS SECTION</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>E.1</td>
<td></td>
<td>Surfacing slopes provided according to AASHTO (1:4 or flatter
preferred; 1:3 steepest)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>E.2</td>
<td></td>
<td>Ditch slopes match surfacing slopes and provide a 1’ (0.3m) minimum
ditch depth below the subgrade shoulder.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>E.3</td>
<td></td>
<td>Aesthetic cut and fill slopes ratio guideline followed. (PDDM Table
9-8)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>E.4</td>
<td></td>
<td>Curve widening provided. P.215-217</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>E.5</td>
<td></td>
<td>Clear zone width criteria met.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>E.6</td>
<td></td>
<td>Standard lane, shoulder, and median widths being proposed.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>E.7</td>
<td></td>
<td>Temporary pavement structure adequate for both public and
construction traffic.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>E.8</td>
<td></td>
<td>Proper offset provided between travel lane and raised islands.
Proper median opening widths provided.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>E.9</td>
<td></td>
<td>Proper easements (temporary &amp; permanent) obtained for
construction of driveways, drainage structures, outlet or inlet ditches,
temporary diversion channels, and sediment basins</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>E.10</td>
<td></td>
<td>Designed to include proper guardrail flare rates &amp; offsets to
terminal ends</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>E.11</td>
<td></td>
<td>Pedestrian and bicycle safety considered (proper separation between
travel way and bicycle/pedestrian facilities, proper width of facility
etc.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>E.12</td>
<td></td>
<td>Sufficient distance provided behind roadside barriers for
deflection</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>E.13</td>
<td></td>
<td>Above ground appurtenances considered for construction conflicts
(temporary widening, equipment requirements such as clear area for
swinging cranes, etc.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>E.14</td>
<td></td>
<td>Existing utility locations considered for all temporary work both
above and below ground</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>E.15</td>
<td></td>
<td>Widening for mailboxes, turnouts, parking areas, etc.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>E.16</td>
<td></td>
<td>Use shrink/swell factors from Geotechnical recommendations to
determine earthwork balance.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>E.17</td>
<td></td>
<td>Guardrail sections are consistent with standard drawings where
applicable</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>E.18</td>
<td></td>
<td>Retaining walls plotted on cross sections for the project where
applicable</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>E.19</td>
<td></td>
<td>Show rock buttresses, rock blankets, rock catch basins, special
drainage details, etc.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>E.20</td>
<td></td>
<td>Catch basins accounted for in earthwork design</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>E.21</td>
<td></td>
<td>Plotted drainage cross-sections available for all minor drainage
culvert pipes (plotted along the skew as needed).</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="intersections">INTERSECTIONS</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>F.1</td>
<td></td>
<td>Intersecting roadways angles meet AASHTO standards. P. 584,
P.586.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>F.2</td>
<td></td>
<td>Design platform area of sufficient length for vehicles coming to a
stop condition. (±2% design desirable)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>F.3</td>
<td></td>
<td>Minimum stopping sight distances at intersection. P. 654 - 680</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>F.4</td>
<td></td>
<td>Proper turning radii and widths at intersections.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>F.5</td>
<td></td>
<td>Sufficient acceleration/deceleration lane lengths for speed
conditions and storage.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="right-of-way">RIGHT-OF-WAY</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>G.1</td>
<td></td>
<td>ROW limits shown on the plans are correct, properly labeled, and
match the ROW plans for acquisition</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>G.2</td>
<td></td>
<td>Clearing limits are contained within the ROW/construction easement
limits.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>G.3</td>
<td></td>
<td>ROW includes sight triangle at intersections.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="utilities">UTILITIES</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>H.1</td>
<td></td>
<td>Utility agreements are incorporated</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>H.2</td>
<td></td>
<td>Overhead utility crossings considered for height restrictions</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>H.3</td>
<td></td>
<td>Check existing utility locations for conflicts.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="wflhd-3--design-standards-and-exceptions-form">WFLHD-3
-DESIGN STANDARDS AND EXCEPTIONS FORM</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>I.1</td>
<td></td>
<td>WFLHD-3 completed with design exceptions noted and justified.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>I.2</td>
<td></td>
<td>WFLHD-3 approved by HDM and HSE.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>I.3</td>
<td></td>
<td>WFLHD-3 is completed with all necessary signatures</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="environmental-clearance">ENVIRONMENTAL CLEARANCE</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>J.1</td>
<td></td>
<td>Completed Environmental Checklist provided by environment.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td><h2 id="section"></h2></td>
<td></td>
<td><h2 id="plans-in-general">PLANS IN GENERAL</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.1</td>
<td></td>
<td>Appropriate units used (Metric or US Cust.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.2</td>
<td><mark></mark></td>
<td>Do not use “Station” or “Sta” as a prefix to station numbers.</td>
<td><mark></mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.3</td>
<td></td>
<td>Design book has all pay items supported with calculations and unit
price analysis.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.4</td>
<td></td>
<td>Plan format consistent with Standard Format for Plans, WFLHD
Procedure 9.6.A-1</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.5</td>
<td></td>
<td><p>WLFHD Conventional Details and symbology used consistently
throughout plans &amp; legend employed as appropriate.</p>
<p>When a special symbol is required, show it in a legend on either the
first plan sheet the symbol appears or on the left of the first
plan-profile sheet. Abbreviations not shown may be placed on the plans
as symbols, or added to the contract SCR’s under Subsection
101.03</p></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.6</td>
<td></td>
<td>Match call outs for work items to pay item descriptions</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.7</td>
<td></td>
<td>Use accepted naming convention for plan sheets.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.8</td>
<td></td>
<td>Work item locations consistent throughout plans</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.9</td>
<td></td>
<td>Schedules/Options identified (if used)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.10</td>
<td></td>
<td>Offset curvature considered. (For example, fencing length, guardrail
length, wall design. etc)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.11</td>
<td></td>
<td>Cross reference sheet numbers, and footnotes correct.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.12</td>
<td></td>
<td>Notes are clear, concise, descriptive, and as brief as possible to
convey message. Do NOT include on plan sheets any instructions covered
in the specifications or information that would be more appropriate in
the specifications.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.13</td>
<td></td>
<td>“Designed by”, “Checked by” and “Date” is filled out on all sheets
except Standard Drawings. Also included is filename and date.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.14</td>
<td></td>
<td>Applicable Standard Drawings included</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.15</td>
<td></td>
<td>Revise title block of Standard Drawing if changes were made.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.16</td>
<td></td>
<td>North arrow is used on all plans</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.17</td>
<td></td>
<td>Details are readable with adequate information</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.18</td>
<td></td>
<td><p>Boundary lines, State, County, City Township, range, and section
numbers included, as applicable.</p>
<p>Where ties are shown to section corners that fall off sheet, break
the line and show the corner with tie distance. Describe corners and
coordinates.</p></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.19</td>
<td></td>
<td>Include Ownership (name and parcel number) as applicable.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.20</td>
<td></td>
<td>Scale is provided, as applicable. Graphic scale bar is
preferred.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.21</td>
<td></td>
<td>Correct item numbers, descriptions, pay units.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.22</td>
<td></td>
<td>Used correct number of decimal places in the quantities (Contact
Contract Administration Specialist for guidance)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.23</td>
<td></td>
<td>Estimating values are shown in tables where appropriate.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.24</td>
<td></td>
<td>Summary table quantities are correlated with plan-profile details
and Summary of Quantities.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.25</td>
<td></td>
<td>Quantity totals are correct.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>K.26</td>
<td></td>
<td>Tabulations in quantity tables show how a quantity is developed
(station ranges, etc.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>K.27</td>
<td></td>
<td>Tables are arranged by increasing pay item number.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td><h2 id="section-1"></h2></td>
<td><h2 id="section-2"></h2></td>
<td><h2 id="section-a">SECTION A</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="title-sheetvicinity-map">TITLE SHEET/VICINITY MAP</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>L.1</td>
<td></td>
<td>Title and project designation</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>L.2</td>
<td></td>
<td>Length of project (agrees with stationing shown on vicinity map and
on the plan sheets)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>L.3</td>
<td></td>
<td>County, State, National Park, Forest, etc. noted as appropriate</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>L.4</td>
<td></td>
<td>Graphic scale bar shown</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>L.5</td>
<td></td>
<td>FP-XX specification reference or standard specification to be used
for the project noted.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>L.6</td>
<td></td>
<td>Type of construction identified</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>L.7</td>
<td></td>
<td>Design consultant logo and PE stamp, if applicable. Place lower at
left corner and at less than 2/3 size of FHWA logo. Do not show address
or phone number on logo.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>L.8</td>
<td></td>
<td><p>Index to Sheets &amp; Standard Drawings</p>
<p>Sheet description should match the sheet’s title block.</p></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>L.9</td>
<td></td>
<td>Key map of state showing project location</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>L.10</td>
<td></td>
<td><p>Check design designation data:</p>
<ul>
<li><p>ADT</p></li>
<li><p>Design years ADT</p></li>
<li><p>Directional (D) if applicable</p></li>
<li><p>% Trucks, if available</p></li>
<li><p>V (speed)</p></li>
<li><p>e(max)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>L.11</td>
<td></td>
<td>Provision for dates and signatures for the appropriate approving
officials</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>L.12</td>
<td></td>
<td>Consultant title block (if applicable)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="location-map-title-sheet-or-vicinity-map">LOCATION MAP
(Title sheet or Vicinity map)</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>L.13</td>
<td></td>
<td><ul>
<li><p>Begin, Suspend, Resume, and End Project stationing
accurate</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>L.14</td>
<td></td>
<td><ul>
<li><p>Schedules/Options identified (if used)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>L.15</td>
<td></td>
<td><ul>
<li><p>Dist. to nearest city</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>L.16</td>
<td></td>
<td><ul>
<li><p>Material source, disposal areas, stockpile sites, staging areas,
storage areas, water sources, etc. identified</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="conventional-plan-symbols-and-abbreviations">CONVENTIONAL
PLAN SYMBOLS AND ABBREVIATIONS</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>L.17</td>
<td></td>
<td>Current edition</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td><h2 id="section-3"></h2></td>
<td><h2 id="section-4"></h2></td>
<td><h2 id="section-b">SECTION B</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="summary-of-quantities">SUMMARY OF QUANTITIES</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>M.1</td>
<td></td>
<td>Allowances take into consideration recommendations of Project
Development Design Manual <em>and</em> accuracy of estimated
quantities.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>M.2</td>
<td></td>
<td>Plan quantity totals match support documentation in the Design
Book.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>M.3</td>
<td></td>
<td>Items of work paid for under the contract quantity (CQ) provisions
on Section 109 are identified.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>M.4</td>
<td></td>
<td>Appropriate column headings labeled</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td><h2 id="section-5"></h2></td>
<td><h2 id="section-6"></h2></td>
<td><h2 id="section-c">SECTION C</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="typical-sections">TYPICAL SECTION(S)</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>N.1</td>
<td></td>
<td>Typical Section(s) (Include separate typical sections for each
differing type of work as needed i.e., subexcavation, 3R section,
guardrail, etc.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>N.2</td>
<td></td>
<td><ul>
<li><p>Profile grade point</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>N.3</td>
<td></td>
<td><ul>
<li><p>Roadway width(s) (traveled way, extra lanes, median, shoulder,
total subgrade, surfacing slopes, ditch, etc.)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>N.4</td>
<td></td>
<td><ul>
<li><p>Crown, surfacing slopes, ditch slopes, typical cut and fill
slopes, other special slopes and dimensions as needed.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>N.5</td>
<td></td>
<td><ul>
<li><p>Number of pavement lifts required</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>N.6</td>
<td></td>
<td><ul>
<li><p>Proposed pavement structure shown. “Bubble” detail used to
clarify complex pavement structures.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>N.7</td>
<td></td>
<td><ul>
<li><p>Clearing - seeding limits (lateral pay limits clearly
shown)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>N.8</td>
<td></td>
<td><ul>
<li><p>Identify the typical section as “Mainline”, the roadway name, or
a specific approach road, along with appropriate station
ranges.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>N.9</td>
<td></td>
<td><ul>
<li><p>Subexcavation structural details</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>N.10</td>
<td></td>
<td><ul>
<li><p>Use full bid schedule item name to call out pavement structure
features.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>N.11</td>
<td></td>
<td>PST recommendations incorporated</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>N.12</td>
<td></td>
<td><p>Slope rounding details</p>
<p>Note: Verify impacts of rounding (wetland, tree line, etc.).</p></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>N.13</td>
<td></td>
<td>Widening tables (Such as curve widening and rock fall ditches, etc),
notes, or details as appropriate</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>N.14</td>
<td></td>
<td>Include appropriate notes as outlined under WFLHD procedure
9.6.A-1</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>N.15</td>
<td></td>
<td>Typical section matches criteria and exceptions listed on WFLHD-3
(Western Federal Lands Highway Division Highway Design Standards)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td><h2 id="section-7"></h2></td>
<td><h2 id="section-8"></h2></td>
<td><h2 id="section-d">SECTION D</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="plan-profile-summary-tables">PLAN &amp; PROFILE SUMMARY
TABLES</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td>Overall Earthwork Summary Table (usually on a separate sheet at the
beginning of the Plan and Profile Section,) All relevant earthwork
quantities included:</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>O.1</td>
<td></td>
<td><ul>
<li><p>Prism excavation and embankment</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>O.2</td>
<td></td>
<td><ul>
<li><p>Topsoil stripping from cut/fill areas</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>O.3</td>
<td></td>
<td><ul>
<li><p>Approach Roads</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>O.4</td>
<td></td>
<td><ul>
<li><p>Unsuitable materials</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>O.5</td>
<td></td>
<td><ul>
<li><p>Materials in the prism excavation conserved for other uses
(riprap, materials sources, etc.)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>O.6</td>
<td></td>
<td><ul>
<li><p>Suitable material generated from retaining walls, special
drainage work, etc., that is otherwise unaccounted for</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>O.7</td>
<td></td>
<td><ul>
<li><p>Correlation with plan-profile stationing (left or right,
etc.)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>O.8</td>
<td></td>
<td><ul>
<li><p>Excavation and embankment for temporary traffic control widening
considered in quantities</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>O.9</td>
<td></td>
<td><ul>
<li><p>Quantities agree with Geopak design data printouts or hand
calculations</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>O.10</td>
<td></td>
<td><ul>
<li><p>Applicable footnotes included for topsoil, widening, aprons,
turnouts, catch basins, etc.)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td>Related summary tables such as:</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>O.11</td>
<td></td>
<td><ul>
<li><p>Clearing and grubbing</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>O.12</td>
<td></td>
<td><ul>
<li><p>Placing conserved topsoil</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>O.13</td>
<td></td>
<td><ul>
<li><p>Revegetation (Seeding/mulching)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>O.14</td>
<td></td>
<td><ul>
<li><p>Geotextiles (if not included elsewhere)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>O.15</td>
<td></td>
<td><ul>
<li><p>Obliteration of old roadways (if not included elsewhere</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="plan-view">PLAN VIEW</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>P.1</td>
<td></td>
<td>Avoid dividing major structures, highway intersections,
interchanges, or grade separations between sheets.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>P.2</td>
<td></td>
<td>Beginning and end of work (stations, elevations, and coordinates
shown)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>P.3</td>
<td></td>
<td>Utility ownerships and phone numbers shown</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>P.4</td>
<td></td>
<td><p>“Line as Staked and to be Constructed” note or</p>
<p>“Line to be Constructed” according to 152 requirements.</p></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>P.5</td>
<td></td>
<td>Edge of existing pavement shown if applicable</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>P.6</td>
<td></td>
<td>Slope stake limits shown.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>P.7</td>
<td></td>
<td>Right-of-way limits and easements are shown. Identify all ownerships
for right of way purposes.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>P.8</td>
<td></td>
<td>Curve data, stationing, and bearings shown</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>P.9</td>
<td></td>
<td>Superelevation rate shown for each curve</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>P.10</td>
<td></td>
<td>Use CP symbol and symbol name on plan. Coordinates and elevations
usually shown in Control Point table.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>P.11</td>
<td></td>
<td>Graphically show proposed locations of culvert pipe (with skew),
guardrail, walls, and other proposed work items. 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.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>P.12</td>
<td></td>
<td>Existing features such as streams, lakes, buildings, bridges, signs,
fences, utilities and other relevant culture shown and labeled as
appropriate</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>P.13</td>
<td></td>
<td>Connection details shown and referenced</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>P.14</td>
<td></td>
<td>Road approaches shown (location symbol with type, width, and
grade)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>P.15</td>
<td></td>
<td>Bridge sites shown and cross-referenced to bridge plans</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>P.16</td>
<td></td>
<td>Show companion sites (turnouts, parking areas, etc.) mainline
stationing, centerline, outline, and slope stake limits.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>P.17</td>
<td></td>
<td>Show removal items as a note and show in table as applicable</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>P.18</td>
<td></td>
<td>Show Roadway obliteration with a note and show in table as
applicable</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>P.19</td>
<td></td>
<td>Riprap symbology shown</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="profile-view">PROFILE VIEW</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>Q.1</td>
<td></td>
<td>Grid elevations labeled. Profile breaks included as needed.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>Q.2</td>
<td></td>
<td>Existing ground lines and new profile grade shown and labeled.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>Q.3</td>
<td></td>
<td>Beginning and end of work (stations and elevations) matches plan
view.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>Q.4</td>
<td></td>
<td>VPI information and grades shown. <mark></mark></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>Q.5</td>
<td></td>
<td>Special ditches, subexcavations, and underdrains shown in bar graph.
Show exact stations, lengths, elevations, and other information in table
summary.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>Q.6</td>
<td></td>
<td>Unadjusted excavation and embankment quantities shown along bottom
of sheet. Break the earthwork bars at the end of a cut or fill run.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>Q.7</td>
<td></td>
<td>Show Bridges and major structure outline only in the proper location
and reference to appropriate drawings.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>Q.8</td>
<td></td>
<td>Culvert size and end treatments shown. Position agrees with
plan</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>Q.9</td>
<td></td>
<td>Hydraulic information [Q50 and HW/D] shown for large culverts (1200
mm (48”) and larger)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td>Location bars along top of profile:</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>Q.10</td>
<td></td>
<td><ul>
<li><p>Guardrail and end treatments</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>Q.11</td>
<td></td>
<td><ul>
<li><p>Bituminous curbs and inlets/outlets</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>Q.12</td>
<td></td>
<td><ul>
<li><p>Fences and gates (only if not shown on the plan or in a separate
section of the plans).</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td><h2 id="section-9"></h2></td>
<td><h2 id="section-10"></h2></td>
<td><h2 id="section-e-if-applicable">SECTION E (if applicable)</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="road-approaches">ROAD APPROACHES</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><u>Major approach roads</u> (those needing plan and profile
sheet)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>R.1</td>
<td></td>
<td><ul>
<li><p>Plan and profile sheets meet same requirements as for mainline
sheets</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>R.2</td>
<td></td>
<td><ul>
<li><p>Typical section identified (detail shown on sheet if not
cross-referenced to other detail)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>R.3</td>
<td></td>
<td><ul>
<li><p>Cross reference to mainline stationing is correct</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>R.4</td>
<td></td>
<td><ul>
<li><p>Profile grade matches mainline grade and superelevation
rate.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>R.5</td>
<td></td>
<td><ul>
<li><p>Radii adequate for intended use of the approach</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>R.6</td>
<td></td>
<td><ul>
<li><p>Drainage adequate</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>R.7</td>
<td></td>
<td><ul>
<li><p>Quantities shown on sheet or in overall approach road summary
table</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><u>Minor Approach Roads</u></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>R.8</td>
<td></td>
<td><ul>
<li><p>Current standard drawings/conventional drawings included</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>R.9</td>
<td></td>
<td><ul>
<li><p>Approach road symbol on mainline plan is correct (station, type,
and grade)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>R.10</td>
<td></td>
<td><ul>
<li><p>Widths and radii dimensioned and referenced</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>R.11</td>
<td></td>
<td>Approach road details match agreements contained in the right-of-way
agreements with each landowner.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>R.12</td>
<td></td>
<td>Parking area plans checked for sufficient turning and back-up
movement widths. Sufficient stall and island widths.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>R.13</td>
<td></td>
<td>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”</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>R.14</td>
<td></td>
<td>ADA requirements considered in parking area designs.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td><h2 id="section-11"></h2></td>
<td><h2 id="section-12"></h2></td>
<td><h2 id="section-f-if-applicable">SECTION F (if applicable)</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="erosion-control-plan">EROSION CONTROL PLAN</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td>Special drawings included of plan layout for entire project. (Same
layout as plan view from the P&amp;P sheets - two plan views per
sheet)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>S.1</td>
<td></td>
<td><ul>
<li><p>Existing culture</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>S.2</td>
<td></td>
<td><ul>
<li><p>Existing contours and all existing drainage features
shown</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>S.3</td>
<td></td>
<td><ul>
<li><p>Proposed roadway centerline and all approach roads</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>S.4</td>
<td></td>
<td><ul>
<li><p>Staking or clearing limits</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>S.5</td>
<td></td>
<td><ul>
<li><p>All proposed drainage structures, ditches, etc. shown</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>S.6</td>
<td></td>
<td><ul>
<li><p>All temporary erosion control measures noted</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>S.7</td>
<td></td>
<td>Drawings match NPDES permit requirements</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td><h2 id="section-13"></h2></td>
<td><h2 id="section-g-if-applicable">SECTION G (if applicable)</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="material-sources-andor-disposal-areas">MATERIAL SOURCES
AND/OR DISPOSAL AREAS</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>T.1</td>
<td></td>
<td>Source number and reference to geotechnical report</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>T.2</td>
<td></td>
<td>Survey control (Base line) shown</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>T.3</td>
<td></td>
<td>Location of borings shown</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>T.4</td>
<td></td>
<td>Source development boundary shown</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>T.5</td>
<td></td>
<td>Show boundaries of main extraction area.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td>Source development typical section(s) as applicable</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>T.6</td>
<td></td>
<td><ul>
<li><p>Original ground line and finished grade line. Include benching
requirements.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>T.7</td>
<td></td>
<td><ul>
<li><p>Maximum final slopes ratio, provision for drainage, etc.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>T.8</td>
<td></td>
<td><ul>
<li><p>Stripping notes</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>T.9</td>
<td></td>
<td><ul>
<li><p>Seeding plan</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>T.10</td>
<td></td>
<td>Show appropriate contours</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>T.11</td>
<td></td>
<td>Disposal/stockpile of overburden</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>T.12</td>
<td></td>
<td>Source development &amp; rehab information consistent with
Geotechnical Report.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td><h2 id="section-14"></h2></td>
<td><h2 id="section-15"></h2></td>
<td><h2 id="section-h-if-applicable">SECTION H (if applicable)</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="summary-of-drainage-quantities">SUMMARY OF DRAINAGE
QUANTITIES</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>U.1</td>
<td></td>
<td>Estimated maximum cover shown</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>U.2</td>
<td></td>
<td>Estimated structural excavation</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>U.3</td>
<td></td>
<td>End treatments shown (end section, drop inlet, elbow, etc.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>U.4</td>
<td></td>
<td>Outlet treatment shown (riprap, etc.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>U.5</td>
<td></td>
<td>Alternate materials indicated (e.g. aluminum, plastic,
concrete)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>U.6</td>
<td></td>
<td>Using current version of standard Tabulation of Drainage
spreadsheet</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>U.7</td>
<td></td>
<td>Temporary culvert/diversion channels included for maintenance of
flow of all live streams.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>U.8</td>
<td></td>
<td>Underdrain included in table (may be a separate summary table
elsewhere depending on quantity)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>U.9</td>
<td></td>
<td>Small culvert designs consistent with PDDM recommendations</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><p><strong>Major drainage culverts</strong></p>
<p>(1200 mm [48”] or greater) and fish passage culverts:</p></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>U.10</td>
<td></td>
<td><ul>
<li><p>Hydraulic recommendations followed (hydraulic information, slope,
length, and invert elevations shown on plan/profile)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>U.11</td>
<td></td>
<td><ul>
<li><p>Headwalls (concrete or riprap) provided for all culverts 1200 mm
or larger. Quantities shown. Standard drawings referenced as
needed.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>U.12</td>
<td></td>
<td><ul>
<li><p>Drawings agree with permit requirements</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>U.13</td>
<td></td>
<td><ul>
<li><p>Estimated informational quantities shown .</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>U.14</td>
<td></td>
<td><ul>
<li><p>Show skew angle measure from a line perpendicular to
centerline.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><strong>Riprap and outlet control system details</strong></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>U.15</td>
<td></td>
<td><ul>
<li><p>Estimated quantities shown</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>U.16</td>
<td></td>
<td><ul>
<li><p>Class of riprap per hydraulic recommendations</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>U.17</td>
<td></td>
<td><ul>
<li><p>Geotextiles shown and proper type specified</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td><h2 id="section-16"></h2></td>
<td><h2 id="section-17"></h2></td>
<td><h2 id="section-i-if-applicable">SECTION I (if applicable)</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="guardrail">GUARDRAIL</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>V.1</td>
<td></td>
<td>Constructible details included (paving to the face of the post, base
materials beyond, etc)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h2 id="section-j-if-applicable">SECTION J (if applicable)</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="fences-gates-cattle-guards">FENCES, GATES &amp; CATTLE
GUARDS</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>W.1</td>
<td></td>
<td>Special drawing included showing fence details (if different than
standard details). Other current standard drawings/conventional details
included.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>W.2</td>
<td></td>
<td>Fencing, gate, and cattle guard details match agreements contained
in the right-of-way agreements with each landowner.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td><h2 id="section-18"></h2></td>
<td><h2 id="section-19"></h2></td>
<td><h2 id="section-k-if-applicable">SECTION K (if applicable)</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="retaining-walls">RETAINING WALLS</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td>Special drawings included showing:</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>X.1</td>
<td></td>
<td><ul>
<li><p>Horizontal relationship to roadway centerline (if not shown
elsewhere)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>X.2</td>
<td></td>
<td><ul>
<li><p>Typical cross sections, showing excavation limits, special
backfill zones, geotextiles, etc.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>X.3</td>
<td></td>
<td><ul>
<li><p>Vertical elevation of the face of the wall in relationship to the
profile grade, including stationing and elevations.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>X.4</td>
<td></td>
<td><ul>
<li><p>General wall details (may be standard/conventional detail
drawings)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>X.5</td>
<td></td>
<td><ul>
<li><p>Special wall details applicable to this specific project</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>X.6</td>
<td></td>
<td>Guardrail installation considered in wall design/layout</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>X.7</td>
<td></td>
<td>Temporary traffic control considered in wall design/layout. (Details
may be contained in the Temporary Traffic Control Section)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>X.8</td>
<td></td>
<td>Informational quantities included.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="special-slope-designs">SPECIAL SLOPE DESIGNS</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td>Special drawings included showing:</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>Y.1</td>
<td></td>
<td><ul>
<li><p>Horizontal relationship to roadway centerline (if not shown
elsewhere)</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>Y.2</td>
<td></td>
<td><ul>
<li><p>Typical cross-sections, showing excavation limits, rock
buttresses, rock blankets, catch basins, special drainage details,
etc.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>Y.3</td>
<td></td>
<td><ul>
<li><p>Stationing agrees with plan and profile sheets.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>Y.4</td>
<td></td>
<td><ul>
<li><p>Bridge scour countermeasures, such as riprapshown, if not
provided elsewhere.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h2 id="section-m-if-applicable">SECTION M (if applicable)</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="landscaping-plans">LANDSCAPING PLANS</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>Z.1</td>
<td></td>
<td>Other agency drawings match WFLHD’s Standard Format for Plans</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td><h2 id="section-20"></h2></td>
<td><h2 id="section-21"></h2></td>
<td><h2 id="section-n-if-applicable">SECTION N (if applicable)</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td><h3 id="temporary-traffic-control">TEMPORARY TRAFFIC
CONTROL</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>AA.1</td>
<td></td>
<td>Project termini signing included</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>AA.2</td>
<td></td>
<td>Special detour signing plan (if needed)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>AA.3</td>
<td></td>
<td>Special one-lane road signing plan (if needed)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>AA.4</td>
<td></td>
<td>All sign symbols defined</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>AA.5</td>
<td></td>
<td>Sign designations conform to MUTCD. If not, special details are
included or referenced for each special sign.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>AA.6</td>
<td></td>
<td>Temporary striping quantities consistent with special contract
requirements</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>AA.7</td>
<td></td>
<td>Necessary regulatory speed adjustments during the construction phase
have been adequately addressed</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>AA.8</td>
<td></td>
<td>Application of temporary concrete barriers vs. a series of drums or
cones considered.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>AA.9</td>
<td></td>
<td>Fillets of backfill requirements at pavement drop-off locations
spelled out.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>AA.10</td>
<td></td>
<td>Approval obtained from other agencies for construction signs within
their jurisdictions.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>AA.11</td>
<td></td>
<td>High-level warning devices (flags and/or warning lights) provided
for advance detour signing or other special construction
circumstances.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>AA.12</td>
<td></td>
<td>Pedestrian and bicycle signing and traffic control devices
considered.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>AA.14</td>
<td></td>
<td>Sign Quantity for multiple set-ups and stages accounted for
(signing, devices, striping, etc.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>AA.15</td>
<td></td>
<td>Install signs according to Detail WM635-2 and Part 6 of the “Manual
on Uniform Traffic Control Devices (MUTCD)”, current edition.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>AA.16</td>
<td></td>
<td>Temporary concrete barriers designed with proper flare rates and
offsets to terminal ends.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td><h2 id="section-22"></h2></td>
<td><h2 id="section-23"></h2></td>
<td><h2 id="section-o-if-applicable">SECTION O (if applicable)</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="permanent-signing">PERMANENT SIGNING</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>BB.1</td>
<td></td>
<td>Special drawings included showing plan centerline stationing with
each permanent sign located and identified<strong>.</strong></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>BB.2</td>
<td></td>
<td>All sign symbols defined</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>BB.3</td>
<td></td>
<td>Permanent sign locations can physically be placed where
indicated</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>BB.4</td>
<td></td>
<td>All sign installations within the clear zone are break-away or
shielded with guardrail</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>BB.5</td>
<td></td>
<td>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.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>BB.6</td>
<td></td>
<td>Incorporate any special signing from client agencies.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="permanent-striping">PERMANENT STRIPING</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>BC.1</td>
<td></td>
<td>Location of No Passing zones shown in table format or on a plan view
of the alignment.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>BC.2</td>
<td></td>
<td>Plan shows typical striping details (width, spacing, etc.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>BC.3</td>
<td></td>
<td>Plan shows special pavement marking details (stop bars, cross walks,
arrows, etc.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>BC.4</td>
<td></td>
<td>Allowance made for two applications as described in Subsection
634.13</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td><h2 id="section-24"></h2></td>
<td><h2 id="section-25"></h2></td>
<td><h2 id="section-p-if-applicable">SECTION P (if applicable)</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h3 id="bridge-plans">BRIDGE PLANS</h3></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>CC.1</td>
<td></td>
<td>Stationing, superelevation, and grade match plan &amp; profile</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>CC.2</td>
<td></td>
<td>Bridge quantities shown – contract quantities identified</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>CC.3</td>
<td></td>
<td>Hydraulic information shown</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>CC.4</td>
<td></td>
<td>Standard bridge loading and bridge width provided</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>CC.5</td>
<td></td>
<td>Concrete Strength Consistent with SCR</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td>Riprap details:</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>CC.6</td>
<td></td>
<td><ul>
<li><p>Class of riprap per hydraulic recommendations</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>CC.7</td>
<td></td>
<td><ul>
<li><p>Placement dimensions per hydraulic recommendations</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>CC.8</td>
<td></td>
<td><ul>
<li><p>Geotextiles shown and proper type specified</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>CC.9</td>
<td></td>
<td><ul>
<li><p>Quantities shown</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>CC.10</td>
<td></td>
<td>Guardrail/bridge rail pay lengths clearly shown</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td><h2 id="section-26"></h2></td>
<td><h2 id="section-27"></h2></td>
<td><h2 id="special-contract-requirements">SPECIAL CONTRACT
REQUIREMENTS</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.1</td>
<td></td>
<td>SCR is the latest edition in the Library of Specifications</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.2</td>
<td></td>
<td>All cross references are correct</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.3</td>
<td></td>
<td>Use Active Voice imperative mood</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.4</td>
<td></td>
<td>Check Measurement with how quantity is calculated.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.5</td>
<td></td>
<td>Define in Measurement, how items are measured for payment.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.6</td>
<td></td>
<td>Check items with structural excavation to determine if Section 208
or 209 should be referenced.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.7</td>
<td></td>
<td>Check sampling and testing tables for correct item descriptions and
applicable tests</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.8</td>
<td></td>
<td>Material specifications cited for all unique materials not contained
in the FP standard specifications</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.9</td>
<td></td>
<td>Hauling and access restrictions or requirements spelled out. Any
imposed weight limits have been verified with the client.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.10</td>
<td></td>
<td>Rush hour, holiday weekends, or night restrictions/requirements
spelled out. Need for noncompliance penalty considered.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.11</td>
<td></td>
<td>Required advance notice for lane or roadway closures spelled
out.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.12</td>
<td></td>
<td>Seed type, rates, and seeding seasons coordinated with client for
permanent and temporary seeding.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.13</td>
<td></td>
<td>Stone masonry type, class, size, roughness, etc. coordinated with
State DOT or Park if necessary</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.14</td>
<td></td>
<td>Utility coordination details</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.15</td>
<td></td>
<td>Lump sum pay items clearly identify and describe the work
included</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.16</td>
<td></td>
<td><p>Check acceptance on all items:</p>
<ul>
<li><p>106.02 Visual Inspection</p></li>
<li><p>106.03 Certification</p></li>
<li><p>106.04 Measured &amp; Tested for Conformance</p></li>
<li><p>106.05 Statistical Evaluation</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.17</td>
<td></td>
<td>101 Terms – appropriate State holidays included</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td>105 Control of Materials</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.18</td>
<td></td>
<td><ul>
<li><p>Materials sources clearly identified as “optional” or
“mandatory”.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.19</td>
<td></td>
<td><ul>
<li><p>Sufficient staging area space for the Contractor to perform
operations</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.20</td>
<td></td>
<td><ul>
<li><p>Water sources clearances obtained.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td>107 Legal Relations and Responsibility:</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.21</td>
<td></td>
<td><ul>
<li><p>Contractor responsibilities clearly delineated with regard to
known archaeological sites and endangered species.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.22</td>
<td></td>
<td><ul>
<li><p>Contractor coordination and/or advance notice with utilities
clearly spelled out</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.23</td>
<td></td>
<td><ul>
<li><p>Contractor coordination/requirements with other Contractors
clearly spelled out.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.24</td>
<td></td>
<td><ul>
<li><p>Material sources have appropriate clearances</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.25</td>
<td></td>
<td><ul>
<li><p>Restrictions for working within streams clearly spelled
out</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.26</td>
<td></td>
<td>108 Prosecution and Progress – Work limitations/restrictions clearly
spelled out and/or referenced to other Sections of the SCRs.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.27</td>
<td></td>
<td>152 Survey and Staking – Staking requirements and basis of payment
are clear. Items requiring staking iterations clearly identified</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.28</td>
<td></td>
<td>152 Survey and Staking Responsibilities between Govt. and Contractor
are clearly defined</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td>156 Public Traffic:</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.29</td>
<td></td>
<td><ul>
<li><p>Requirements for accommodating public traffic clearly spelled out
as well as limitations on the Contractor’s operations.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.30</td>
<td></td>
<td><ul>
<li><p>Responsibility for maintenance during winter shut down
clear.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.31</td>
<td></td>
<td><ul>
<li><p>Condition of roadway at winter shutdown is clear.</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td>157 Erosion Control:</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.32</td>
<td></td>
<td><ul>
<li><p>Responsibility and payment for maintenance is clear and
consistent with permits</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.33</td>
<td></td>
<td><ul>
<li><p>Is turbidity monitoring necessary?</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.34</td>
<td></td>
<td><ul>
<li><p>Is temporary turf addressed properly in type and
quantity?</p></li>
</ul></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.35</td>
<td></td>
<td>158 List watering sources and applicable restrictions from
permits.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.36</td>
<td></td>
<td>201 Clearing and Grubbing – Disposal of merchantable timber from
National Forest/private lands clearly spelled out and in accordance with
the ROW agreements.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.36</td>
<td></td>
<td>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.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.37</td>
<td></td>
<td>203 Check Environmental Documents and Permits for special
requirements for disposing of material (203.05)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.38</td>
<td></td>
<td>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.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.39</td>
<td></td>
<td>602 Match material requirements to available drainage material
listed in the Summary of Drainage Sheets.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.40</td>
<td></td>
<td>Section 700 – Material Specifications. Materials specifications
cited for all unique materials not contained the FP Standard
Specifications.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>DD.41</td>
<td></td>
<td>718 Traffic Signing and Marking Material. High intensity sheeting
for signs, barricades, drums, and cones considered for anticipated night
work</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>DD.42</td>
<td></td>
<td>Sole Source items identified and justifications prepared.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td><h2 id="section-28"></h2></td>
<td><h2 id="section-29"></h2></td>
<td><h2 id="estimate">ESTIMATE</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>EE.1</td>
<td></td>
<td>Estimate unit prices justified with supporting documentation (UPA,
supplier quotes, etc.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>EE.2</td>
<td></td>
<td>Lump Sum amounts documented in the Design Book and reflect the work
identified in the Lump Sum item.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>EE.3</td>
<td></td>
<td>Incentive Pay Items identified and costs included in the
estimate.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>EE.4</td>
<td></td>
<td>Mathematical extensions of costs for each item and the overall total
cost are correct.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>EE.5</td>
<td></td>
<td>Construction estimate within program funds</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>EE.6</td>
<td></td>
<td>Partnering cost included on Engineer Estimate cover sheet</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h2 id="cpm-construction-schedule">CPM CONSTRUCTION
SCHEDULE</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>FF.1</td>
<td></td>
<td>Holidays and other non-work days identified and included in the
schedule</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>FF.2</td>
<td></td>
<td>Environmental and permit restrictions/limitations/clearances
included in the schedule, including off-project sources.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>FF.3</td>
<td></td>
<td>Limitation of construction operations (Section 108) included in the
schedule</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>FF.4</td>
<td></td>
<td>Weather limitations observed and included in the schedule. (priming
and paving late in the construction season avoided, etc.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>FF.5</td>
<td></td>
<td>Time included for submittal review(s) and approval(s)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>FF.6</td>
<td></td>
<td>Production rates documented in the project Design Book and/or
included in the CPM notes</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>FF.7</td>
<td></td>
<td>Sequence of construction activities is logical. Series activities
are broken into parallel activities with appropriate lag time where
appropriate (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.)</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>FF.8</td>
<td></td>
<td>Concrete curing times accounted for.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td><h2 id="section-30"></h2></td>
<td><h2 id="section-31"></h2></td>
<td><h2 id="signoff-package">SIGNOFF PACKAGE </h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>GG.1</td>
<td></td>
<td>Refer to Signoff Review Checklist</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td></td>
<td></td>
<td><h2 id="pe-hold-file">PE HOLD FILE</h2></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="odd">
<td>GG.2</td>
<td></td>
<td>Refer to PE HOLD File for Checklist</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
<tr class="even">
<td>GG.3</td>
<td></td>
<td>Check 10% of all construction staking notes. Include in 10% Check
turnout, parking areas, and any other special widening.</td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
<td></td>
</tr>
</tbody>
</table>