Western Federal Lands Highway Division

EEBACS Construction

Paynote Examples

 FP-03 version March 2015 

Construction Paynote Examples

This book was developed to be used as a tool for Western Federal Lands Highway Division staff, our 

partnering agencies, and the contractors we work with. The Construction Paynote Examples book gives 

examples of how a contractor should submit a request for payment (paynote), and what documentation is 

required to support their request.

Section 109 Measurement and Payment of the FP-03 details how items of work should be measured and 

paid. Examples in this book were created to demonstrate the various methods of measurement and 

support documentation. The method prescribed in the FP-03 or Special Contract Requirements supersede

any example give in the Field Note Sample Book.

General Instructions

• Take or convert all measurements according to International System of Units (SI), IEEE/ASTM SI 10.

• Prepare, sign, and submit electronic measurement notes (paynotes) using EEBACS .

• To correct an error, generate a new paynote if existing paynote has been submitted to PE and 

accepted.

• Paynotes and any support documentation shall be organized and clearly legible.

• As a minimum, include the following information in the EEBACS paynote and support documentation: 

(a) Project number and name; 

(b) Pay item number and description; 

(c) Date the work was performed; 

(d) Location of the work; 

(e) Measured quantity; 

(f) Calculations made to arrive at the quantity; 

(g) Supporting sketches and details as needed to clearly define the work performed and the 

quantity measured; 

(h) Names of persons measuring the work; 

(i) Identification as to whether the measurement is interim or final; and 

(j) Signed certification statement by the persons taking the measurements and performing the 

calculations, that the measurements and calculations are correct.

TABLE OF CONTENTS

Section 150

15101 Mobilization _______________________________________________ Page 1

15201 Construction Survey and Staking_______________________________ Page 3

15301 Contractor Quality Control ____________________________________ Page 6

15401 Contractor Sampling and Testing ______________________________ Page 8

15705 Soil Ersosion Control, Silt Fence ______________________________ Page 10

15801 Watering for Dust Control ___________________________________ Page 13

Section 200

20101 Clearing and Grubbing______________________________________ Page 16

20206 Selective Clearing and Grubbing, Tree Removal__________________ Page 31

20303 Removal of Pavement, Asphalt _______________________________ Page 33

20401 Excavation and Embankment, Roadway Excavation_______________ Page 35

20402 Excavation and Embankment, Subexcavation____________________ Page 45

20411 Select Borrow ____________________________________________ Page 53

20701 Earthwork Geotextile _______________________________________ Page 56

21101 Roadway Obliteration ______________________________________ Page 58

25101 Placed Riprap ____________________________________________ Page 60

25105 Keyed Riprap _____________________________________________ Page 65

25125 Boulder _________________________________________________ Page 67

25210 Rockery Wall _____________________________________________ Page 69

Section 300

30101 Untreated Aggregate Base, Grading D _________________________ Page 73

30416 Cement _________________________________________________ Page 78

31001 Recycled Aggregate Base ___________________________________ Page 82

Section 400

40101 Superpave Hot Asphalt Concrete Pavement _____________________ Page 85

40105 Antistrip Additive __________________________________________ Page 90

41201 Tack Coat _______________________________________________ Page 94
Section 500

55101 Driven Piles ______________________________________________ Page 98

55201 Strucutal Concrete ________________________________________ Page 101

Section 600

60101 Minor Concrete Structures__________________________________ Page 103

60201 Culvert _________________________________________________ Page 109

60510 Collector Pipe ___________________________________________ Page 116

60801 Concrete and Rubble Paved Waterway________________________ Page 118

61701 Guardrail System _________________________________________ Page 120

61702 Guardrail Terminal Section _________________________________ Page 122

62201 Motor Grader ____________________________________________ Page 124

62301 General Labor ___________________________________________ Page 125

62503 Turf Establishment________________________________________ Page 126

63316 Remove and Reset Signs __________________________________ Page 129

63401 Pavement Markings _______________________________________ Page 131

63504 Temporary Traffic Control, Construction Sign ___________________ Page 137

63507 Temporary Traffic Control, Traffic and Safety Supervisor __________ Page 140

63509 Temporary Traffic Control, Flagger ___________________________ Page 142

Appendix

A. Guidelines for Partial Payment __________________________________ Page A-1

B. Haul Vehicle Volume Calculations _______________________________ Page B-1

C. Water Truck Volume Calculations _______________________________ Page C-1

D. Volume Correction Factors for Asphalt____________________________ Page D-1

E. Reinforcing Steel Weights and Marks_____________________________ Page E-1

F. Pile Driving Example _________________________________________ Page F-1

G. Metric Conversion Factors – General_____________________________ Page G-1

H. Example of Contractor’s Invoice and Support Data __________________ Page H-1

I. Slope Stake Notes & Cross Section Examples, Including Culvert Staking__ Page I-1
Section 150

15101 Mobilization _______________________________________________ Page 1

15201 Construction Survey and Staking ______________________________ Page 3

15301 Contractor Quality Control ____________________________________ Page 6

15401 Contractor Sampling and Testing ______________________________ Page 8

15705 Soil Ersosion Control, Silt Fence ______________________________ Page 10

15801 Watering for Dust Control ___________________________________ Page 13

___________________________________________________________________________ SECTION 150 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 1
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Page 2 EEBACS Paynote Examples
___________________________________________________________________________ SECTION 150 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 3
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Page 4 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 5
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Page 6 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 7
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Page 8 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 9
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EEBACS Paynote Examples Page 13
FORM FHWA 17-348 (12/2007)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

Western Federal Lands Highway Division

610 E. 5th St. Vancouver, Washington 98661

FP-03 109.01

Date Stamp

(a) Project Name: Copy Stamp

Project Number:

(b) Item Number: 15801

Item Description: Watering for dust control

(c) Date work performed:

Daily Record Of Miscellaneous Items

(d), (f) & (g) Locations and Calculations*:

Truck Number 142

Time Of Load Placement Start Station Stop Station For Payment Total Water Placed

08:15 02+20 02+50 Yes No NA

09:30 02+50 03+00 Yes No NA

10:15 04+00 04+75 Yes No NA

11:30 Detour route Yes No 4.4 Mgal

13:00 02+20 02+50 Yes No NA

14:30 02+50 03+00 Yes No NA

16:15 04+00 04+75 Yes No NA

17:30 Detour route Yes No 4.4 Mgal

Yes No

Yes No

Yes No

Yes No

Yes No

Yes No

*Attach additional sheets if necessary. (e) Measured Quantity: 8.8 Mgal

(h) Name of person measuring work:

(i) Interim Measurement Final Measurement

I certify the above measurements and calculations 

are correct and the total quantity is subject to 

direct payment for the item identified.

FHWA Use Only

Verified By:

Construction Inspector Entered To Record

Approved:

Checked By:

(j) Contractor Representative FHWA Representative Date:

See Appendix C for example volume calculations

3DJHRI

FORT VANCOUVER NATIONAL PARK

WA PRA FVNP 100(1)

6-24-2011

John B. Contractor

Fred Maynes

04+75

04+75 06+50

06+50

3.19 Mgal

2 Loads @ 3.19 Mgal/load = 6.38 Mgal

6.4

See Appendix C for example tank volume calculations

3.19 Mgal

___________________________________________________________________________ SECTION 150 ___________________________________________________________________________ 

Page 14 EEBACS Paynote Examples
13.31 tons = 26,620 lbs / 8.3454 lb/gal

 = 3.19 Mgal per truck load

Example initial Weigh Scale ticket to establish capacity:

___________________________________________________________________________ SECTION 150 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 15

Section 200

20101 Clearing and Grubbing______________________________________ Page 16

20206 Selective Clearing and Grubbing, Tree Removal _________________ Page 31

20303 Removal of Pavement, Asphalt _______________________________ Page 33

20401 Excavation and Embankment, Roadway Excavation ______________ Page 35

20402 Excavation and Embankment, Subexcavation ___________________ Page 45

20411 Select Borrow ____________________________________________ Page 53

20701 Earthwork Geotextile ______________________________________ Page 56

21101 Roadway Obliteration ______________________________________ Page 58

25101 Placed Riprap ____________________________________________ Page 60

25105 Keyed Riprap_____________________________________________ Page 65

25125 Boulder _________________________________________________ Page 67

25210 Rockery Wall _____________________________________________ Page 69

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 16
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Page 17 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 18
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Page 19 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 20
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Page 21 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 22
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Page 23 EEBACS Paynote Examples
Sta Sta SF

375+00.00 376+50.00 7,876.00 1 acre = 43560 square feet

376+50.00 383+61.10 33,298.00

383+61.10 389+00.00 25,048.00

389+00.00 394+50.00 34,852.00

394+50.00 398+00.00 19,164.00

398+00.00 400+00.00 15,103.00

135,341.00 Total 3.107 acre

Project Name: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

Item No. 20101-0000 Clearing & Grubbing

Field Measurements by: Fred Smith 7/06/2013

Calculations by: John B. Contractor

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 24
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Page 25 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 26
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Page 27 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 28
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Page 29 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 30
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Page 31 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 32
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Page 33 EEBACS Paynote Examples
Project Name: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

Item No. 20303-1600 Removal of Pavement -Asphalt

Measurements by: John Smith 7/06/2013

Calculations by: Fred Jones 7/07/2013

277.71

SQYD

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 34
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Page 35 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 36
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EEBACS Paynote Examples Page 38
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Page 35 of 134

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EEBACS Paynote Examples Page 40
Page 36 of 134

m3

Total Volume = 43.20 CUYD

conversion: 33.03 m3 * 1.30795 CUYD/m3 = 43.20 CUYD

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 41 EEBACS Paynote Examples
Roadway Excavation example -Partial Completion

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 42
___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 43 EEBACS Paynote Examples
Contractor Generated Notes

FHWA project staff should provide a note to

reflect that calculations are accurate and reflect

the original design or adjusted quantities

Page 38 of 134

Total: 24,205 m3

= 31,659 CUYD

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 44
___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 45 EEBACS Paynote Examples
Project Name: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)Item No. 20402-0000 SUBEXCAVATIONField Measurements by: Fred Smith 9/06/2012Calculations by: John B. Contractor 9/07/2012

SUBEXCAVATION Calculations

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 46
___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 47 EEBACS Paynote Examples
Total Volume = 3453.20 CUYD

conversion: 2639.4 m3 * 1.30795 CUYD/m3

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 48
___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 49 EEBACS Paynote Examples
___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 50
___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 51 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 52
___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 53 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 54
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Page 55 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 56
 Project Name: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)Item No. 20701-0300 Earthwork Geotextile, Type 1-CField Measurements and Calculations by: John Smith 7/06/2013

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 57 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 58
Project Name: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

Item No. 21101-100 Roadway Obliteration

Roadway Oblit Stations 1970+50 and 1974+00

Field Measurements by: Fred Smith 6/20/2012

Calculations by: John B. Contractor Jones 6/24/2012

406.9

460.3 yd^2

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 59 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 60
Station 19+320 @ 20' left of center line

12.5 CUYD

Width 2.5 yd

2 yd 8 yd

0.5 yd

Project Name: FORT VANCOUVER NATIONAL PARK Project Number: WA PRA FVNP 100(1) Item No. 25101-0300 Placed Rip Rap, Class 3 Station 19+32 @ 20' left of center line Field Measurements and Calculations by: John Smith 11/03/2007

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 61 EEBACS Paynote Examples
Station 20+140 @ 24' right of center line

2 yd

0.3 yd

5 yd

Width 2 yd

Volume = 4.2 CUYD

Project Name: FORT VANCOUVER NATIONAL PARK Project Number: WA PRA FVNP 100(1) Item No. 25101-0300 Placed Rip Rap, Class 3 Station 20+14 @ 24' left of center line Field Measurements and Calculations by: John Smith 11/03/2007

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 62
___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 63 EEBACS Paynote Examples
In order to check the As-Builts when the project is

complete, these quantities should also have a

reference to center line.

25101-3000 Placed Rip Rap, CLASS 3

(yd) (yd) (yd) (CUYD)

(yd)

CUYD

Project Name: Fort Vancouver National Park

Project Number: WA PRA FVNP 100(1)

Item No. 25101-3000 Placed Rip Rap, Class 3

Placed: STA 104+300 to 104+447

Field Measurements and calcs by: John Smith 8/30/2008

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 64
___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

Page 65 EEBACS Paynote Examples
CUYD

Project Name: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

Item No. 25105-4000 Keyed Rip Rap, Class 4

Field Measurements and Calculations by: John Smith 5/01/2012

___________________________________________________________________________ SECTION 200 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 66
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EEBACS Paynote Examples Page 68
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EEBACS Paynote Examples Page 70
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EEBACS Paynote Examples Page 72

Section 300

30101 Untreated Aggregate Base, Grading D _________________________ Page 73

30416 Cement _________________________________________________ Page 78

31001 Recycled Aggregate Base ___________________________________ Page 82

___________________________________________________________________________ SECTION 300 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 73
1

30101-2000 Agg Base Grading D

___________________________________________________________________________ SECTION 300 ___________________________________________________________________________ 

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1

30101-2000 Agg Base Grading D

___________________________________________________________________________ SECTION 300 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 75
1

30101-2000 Agg Base Grading D

___________________________________________________________________________ SECTION 300 ___________________________________________________________________________ 

Page 76 EEBACS Paynote Examples
Denali Park RoadͲSantuary Area

AK PRA DENA 10(13)

40101Ͳ0100 Superpave Pavement

Haul Ticket Check9/23/2013

by: John Smith

Load Quan. Remark

1 50900

2 47000

3 46100

4 51300

5 48400

6 50400

7 49900

8 49500

9 49300

10 49900

11 47850

12 49150

13 48900

14 50400

15 48100

TOTAL: 368.55 tons

30101-2000 Agg Base Grading D

___________________________________________________________________________ SECTION 300 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 77
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EEBACS Paynote Examples Page 79
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Page 80 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 81
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Page 82 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 83
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Section 400

40101 Superpave Hot Asphalt Concrete Pavement_____________________ Page 85

40105 Antistrip Additive __________________________________________ Page 90

41201 Tack Coat _______________________________________________ Page 94

___________________________________________________________________________ SECTION 400 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 85
1

40101 Superpave Pavement

___________________________________________________________________________ SECTION 400 ___________________________________________________________________________ 

Page 86 EEBACS Paynote Examples
1

40101 Superpave Pavement

___________________________________________________________________________ SECTION 400 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 87
1

40101 Superpave Pavement

___________________________________________________________________________ SECTION 400 ___________________________________________________________________________ 

Page 88 EEBACS Paynote Examples
Denali Park RoadͲSantuary Area

AK PRA DENA 10(13)

40101Ͳ0100 Superpave Pavement

Haul Ticket Check9/23/2013

by: John Smith

Load Quan. Remark

1 50900

2 47000

3 46100

4 51300

5 48400

6 50400

7 49900

8 49500

9 49300

10 49900

11 47850

12 49150

13 48900

14 50400

15 48100

TOTAL: 368.55 tons

___________________________________________________________________________ SECTION 400 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 89
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EEBACS Paynote Examples Page 91
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EEBACS Paynote Examples Page 93
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Page 94 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 95
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EEBACS Paynote Examples Page 97

Section 500

55101 Driven Piles ______________________________________________ Page 98

55201 Strucutal Concrete________________________________________ Page 101

___________________________________________________________________________ SECTION 500 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 98
___________________________________________________________________________ SECTION 500
___________________________________________________________________________ EEBACS Paynote Examples Page 100
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Page 101 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 102

Section 600

60101 Minor Concrete Structures__________________________________ Page 103

60201 Culvert _________________________________________________ Page 109

60510 Collector Pipe ___________________________________________ Page 116

60801 Concrete and Rubble Paved Waterway________________________ Page 118

61701 Guardrail System_________________________________________ Page 120

61702 Guardrail Terminal Section _________________________________ Page 122

62201 Motor Grader ____________________________________________ Page 124

62301 General Labor ___________________________________________ Page 125

62503 Turf Establishment________________________________________ Page 126

63316 Remove and Reset Signs __________________________________ Page 129

63401 Pavement Markings_______________________________________ Page 131

63504 Temporary Traffic Control, Construction Sign ___________________ Page 137

63507 Temporary Traffic Control, Traffic and Safety Supervisor __________ Page 140

63509 Temporary Traffic Control, Flagger ___________________________ Page 142

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 103
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Page 104 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 105
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Page 106 EEBACS Paynote Examples
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EEBACS Paynote Examples Page 107
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 50.0

 50.00 ft (excluding end sections)

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 109
U.S. Department of Transportation

Western Federal Lands Highway Division

610 East Fifth Street

Vancouver, Washington 98661

Culvert Notes

Page:

Project:

Date:

Staking

crew:

Station Size Length Gauge or Class Type Inspector's Signature

Beveled End Sections Inlet

Outet

In Place Ft. Lt. 

Ft. Rt.

Extend: Ft. Lt.

Ft. Rt.

Pipe Installed Date: New: Salvaged

: Elevation Lt. Rt.

Cover Min: Max: Grade:

Skew: 

 

 Station

 Elevation

Grade Ground CROSS - SECTION NOTES

Item No. Description Quantity Unit

Ent. in Sum Book

 Page No. Date

SUMMARY OF QUANTITIES

Computed by:

Date:

Checked by:

Date:

Total Fall:

culvert.wpf

Good practice to record pipe heat numbers here to verify material certifications.

1 of 1

30+82 18" 62' Class IV Concrete

1:2

1:2

535.11 533.87 1.24

1.0 1.73 2%

30+82

 Rt Shldr CL Lt Shldr

0.00 533.87 Outlet Rt. Subgrade Elev 538.15 536.54 538.16

17.75 534.22 Shldr. Rt. Top of pipe 536.47 536.81 537.16

34.75 534.56 CL Depth of cover 1.68 1.73 1.0

51.75 534.94 Shldr. Lt

62.00 535.11 Inlet Lt.

60201-0600 18-Inch Pipe Culvert (62' total-12' end sections=50' total length) 50 LNFT

60210-0600 End Section for 18-inch pipe culvert 2 EA

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

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Page 2 of 2

Page 103 of 134

50 LNFT length

Project Name: FORT VANCOUVER NATIONAL PARKProject Number: WA PRA FVNP 100(1)Item No. 60201-0600 18-INCH PIPE CULVERTField Measurements by: John Smith 7/06/2013

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 111
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Page 105 of 134

ft

ft

ft

ft ft

ft

ft

field measurements by:

Project Name: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

Item No. 20206-0000 Selective Clearing & Grubbing

Station: 20+12 RT

Measurements and Calculations by: Jake Mastrud 6/06/2011

 60201-0800 24-inch Pipe Culvert

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 113
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Page 109 of 134

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 115
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Project Name: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

Item No. 60510-0700 6 inch collector pipe

Measured by: John Smith 6/06/2009

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 117
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Page 118 EEBACS Paynote Examples
Project Name: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

Item No. 60801-0300 Paved Waterway, Type 3

Field Measured by: Fred Smith 7/06/2013

Calculations by: John B. Contractor

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 119
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Item 61701-1250 Item 61702-0600

Guardrail system G4, Terminal section,

type 2, class A type flared

wood posts (each)

(lnft)

20+60 23+38 Lt 203.0 2

35+13 37+86 Rt 198.0 2

39+04 45+39 Rt 560.0 2

195+00 198+75 Lt 300.0 2

202+62 206+90 Lt 353.0 2

236+08 239+92 Rt 309.0 2

237+10 240+89 Lt 304.0 2

270+12 272+39 Rt 152.0 2

270+62 272+90 Lt 153.0 2

281+12 283+50 Rt 163.0 2

282+12 284+38 Lt 151.0 2

348+10 350+88 Lt 203.0 2

348+66 350+92 Rt 151.0 2

393+61 396+40 Rt 204.0 2

434+60 437+88 Lt 253.0 2

443+69 444+69 Rt 62.5 1

444+02 444+52 Lt 12.5 1

445+29 446+29 Lt 62.5 1

445+46 445+96 Rt 12.5 1

484+50 486+83 Rt 195.5 2

484+98 486+12 Lt 76.5 1

511+62 514+90 Rt 253.0 2

512+60 516+38 Lt 303.0 2

522+10 526+42 Lt 357.0 2

523+62 525+88 Rt 151.0 2

553+23 557+89 Rt 391.0 2

553+74 558+39 Lt 390.0 2

Total 5924.0 LNFT 49 EA

Begin Station End Station Side

GUARDRAIL QUANTITIES

10/28/2009

Page 115 of 134

Project: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

Item: 61701-1250 Guardrail System G4

Field Measured by: Fred Smith 10/28/2009

Calculations by: John B. Contractor

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 121
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Page 122 EEBACS Paynote Examples
Item 61701-1250 Item 61702-0600

Guardrail system G4, Terminal section,

type 2, class A type flared

wood posts (each)

(lnft)

20+60 23+38 Lt 203.0 2

35+13 37+86 Rt 198.0 2

39+04 45+39 Rt 560.0 2

195+00 198+75 Lt 300.0 2

202+62 206+90 Lt 353.0 2

236+08 239+92 Rt 309.0 2

237+10 240+89 Lt 304.0 2

270+12 272+39 Rt 152.0 2

270+62 272+90 Lt 153.0 2

281+12 283+50 Rt 163.0 2

282+12 284+38 Lt 151.0 2

348+10 350+88 Lt 203.0 2

348+66 350+92 Rt 151.0 2

393+61 396+40 Rt 204.0 2

434+60 437+88 Lt 253.0 2

443+69 444+69 Rt 62.5 1

444+02 444+52 Lt 12.5 1

445+29 446+29 Lt 62.5 1

445+46 445+96 Rt 12.5 1

484+50 486+83 Rt 195.5 2

484+98 486+12 Lt 76.5 1

511+62 514+90 Rt 253.0 2

512+60 516+38 Lt 303.0 2

522+10 526+42 Lt 357.0 2

523+62 525+88 Rt 151.0 2

553+23 557+89 Rt 391.0 2

553+74 558+39 Lt 390.0 2

Total 5924.0 LNFT 49 EA

Begin Station End Station Side

GUARDRAIL QUANTITIES

10/28/2009

Page 115 of 134

Project: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

Item: 61701-1250 Guardrail System G4

Field Measured by: Fred Smith 10/28/2009

Calculations by: John B. Contractor

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

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___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

Page 124 EEBACS Paynote Examples
___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 125
___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

Page 126 EEBACS Paynote Examples
Page 121 of 134

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

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Page 122 of 134

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

Page 128 EEBACS Paynote Examples
___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 129
Project: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

63316 Remove and Reset Pernament Traffic Control Signs

Removed/ 

Reset Work Completed Station Side Sign

5+75 RT Reverse Turn Sign Right

11+75 RT Deer Crossing (symbol)

14+50 LT Pavement Ends

x 3/24/2014 25+68 RT Reverse Turn Sign Right

x 3/24/2014 54+95 RT Lights On for Safety

x 3/24/2014 107+75 RT MP 1

x 3/24/2014 160+55 RT MP 2

x 3/24/2014 213+35 RT MP 3

x 3/24/2014 266+15 RT MP 4

x 3/24/2014 318+95 RT MP 5

x 3/24/2014 371+75 RT MP 6

x 3/24/2014 424+55 RT MP 7

x 3/25/2014 450+35 RT MP 8

x 3/25/2014 450+44 LT National Forest

x 3/25/2014 478+69 RT MP 9

x 3/25/2014 530+15 RT MP 10

x 3/25/2014 563+50 RT Rd #7830

x 3/25/2014 582+95 RT Rd #7860

x 3/25/2014 605+00 RT MP 11

x 3/25/2014 607+80 LT Intersection Ahead

x 3/25/2014 610+64 LT Lights On For Safety

x 3/25/2014 613+34 LT Deer Crossing (symbol)

Project Name: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

Item No. 63316-1000 Remove and Reset Sign

Measured by: John Smith 3/25/2015

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

Page 130 EEBACS Paynote Examples
___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 131
Page 128 of 134

LNFT

LNFT

LNFT

LNFT

Project Name: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)

Item No. 63401-0300 Pavement Markings, Type B, Solid (Yellow)

Field Measurements by: Fred Smith 7/06/2013

Calculations by: John B. Contractor 7/07/2013

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

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Page 129 of 134

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 133
___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

Page 134 EEBACS Paynote Examples
Project Name: Sunriver to Mt. Bahelor

Project Number: OR PFH 244-1(1)

Item No. 63401-0400 Pavement Markings, Type B, Broken

Field Measurements by: Fred Smith 7/06/2013

Calcs by: John B, Contractor 7/08/2013

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

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___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

Page 136 EEBACS Paynote Examples
 45.0

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 137
___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

Page 138 EEBACS Paynote Examples
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___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

Page 140 EEBACS Paynote Examples
FORM FHWA 17-348 (12/2007)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

Western Federal Lands Highway Division

610 E. 5th St. Vancouver, Washington 98661

FP-03 109.01

Date Stamp

(a) Project Name: Copy Stamp Project Number:

(b) Item Number:

Item Description:

(c) Date work performed:

Daily Record of Inspection & Activities

(f) & (g) Calculations and Supporting Details*:

Name of TCS Day

S M T W T F S

Temperature Name of Technician(s)

High Low

oF oF

Weather

Clear Pt. Cloudy Cloudy Rain Snow

Wind Conditions

Calm Light Strong

Arrival Time Departure Time

(d) Location/Today’s Operations:

Evidence Of An Accident Yes No Appropriate Number Of Flaggers Being Utilized Yes No

Adequate Buffer Space Yes No Flaggers Equipped With Proper PPE Yes No

Is the Work Area Protected Yes No Flaggers Stationed Proper Distance From Hazards Yes No

Materials Properly Stored Yes No Flagger Stations Highly Visible Yes No

Traffic Delays & Closures Meet Contract Specifications Yes No Advanced Warning Signs Installed Per Contract & MUTCD Yes No

Number Used Number Stored All Correct Missing Damaged Adequate Inadequate

Pilot Vehicle Yes No Yes No Yes No Yes No Yes No

Flaggers Yes No Yes No Yes No Yes No Yes No

Construction Signs Yes No Yes No Yes No Yes No Yes No

Barricades Yes No Yes No Yes No Yes No Yes No

Drums Yes No Yes No Yes No Yes No Yes No

Vertical Panels Yes No Yes No Yes No Yes No Yes No

Tubular Traffic Markers Yes No Yes No Yes No Yes No Yes No

Pavement Markings Yes No Yes No Yes No Yes No Yes No

Arrow Board Yes No Yes No Yes No Yes No Yes No

Variable Message Board Yes No Yes No Yes No Yes No Yes No

Message

Temporary Concrete Barrier Yes No Yes No Yes No Yes No Yes No

Other Yes No Yes No Yes No Yes No Yes No

Location (Station) Of Missing Or Damaged Devices

Maintenance Corrections Or Replacements

Date Last Cleaned: Cones Lights Signs Barricades

*Attach additional sheets if necessary.

(h) Name of person measuring work: (e) Measured Quantity: 1 Day

(i) Interim Measurement Final Measurement

I certify the above measurements and calculations 

are correct and the total quantity is subject to 

direct payment for the item identified.

FHWA Use Only

Verified By:

Construction Inspector

Entered To Record Approved

Checked By:

(j) Contractor Representative FHWA Representative Date:

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 141
 16.0

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

Page 142 EEBACS Paynote Examples
FORM FHWA 17-348 (12/2007)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

Western Federal Lands Highway Division

610 E. 5th St. Vancouver, Washington 98661

FP-03 109.01

Date Stamp

(a) Project Name: Copy Stamp

Project Number:

(b) Item Number: 63509

Item Description: Temporary Traffic Control, Flagger

(c) Date work performed:

Daily Record Of Miscellaneous Items

(d) & (f) Locations and Calculations*:

Advanced Warning Signs Installed Per Contract & MUTCD Yes No

Flaggers Equipped With Two-Way Radio Communication Equipment When Out Of Sight From Each Other Yes No

Flagger Name Station Start Stop Total Hours

Jane Doe 10+25 0700 1730 10.0

Sally Dowright 13+15 0700 1730 10.0

John Downhome 32+91 (access road) 0700 1730 10.0

Joe Rigrite 45+27 0700 1530 8.0

Jim Miney 46+30 0700 1530 8.0

Total 46.0 Hrs

(g) Supporting Sketch and Details

TSS rotated through flaggers to provide 1⁄2 hour lunch breaks.

*Attach additional sheets if necessary. (e) Measured Quantity: 46.0 Hrs

(h) Name of person measuring work:

(i) Interim Measurement Final Measurement

I certify the above measurements and calculations 

are correct and the total quantity is subject to 

direct payment for the item identified.

FHWA Use Only

Verified By:

Construction Inspector

Entered To Record Approved

Checked By:

(j) Contractor Representative FHWA Representative Date:

Page 134 of 134

565+00 1530 8.0

596+00 8.0

16.0

1530

16.0

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

EEBACS Paynote Examples Page 143
Project: FORT VANCOUVER NATIONAL PARK

Project Number: WA PRA FVNP 100(1)Item: 63509 Temporary Traffic Control, FlaggerDate: 9/10/2012Shoulder Reconstruction Flagger Layout

___________________________________________________________________________ SECTION 600 ___________________________________________________________________________ 

Page 144 EEBACS Paynote Examples
Appendices

A. Guidelines for Partial Payment __________________________________ Page A-1 

B. Haul Vehicle Volume Calculations _______________________________ Page B-1 

C. Water Truck Volume Calculations _______________________________ Page C-1 

D. Volume Correction Factors for Asphalt ____________________________ Page D-1 

E. Reinforcing Steel Weights and Marks ____________________________ Page E-1 

F. Pile Driving Example _________________________________________ Page F-1 

G. Metric Conversion Factors – General _____________________________ Page G-1 

H. Example of Contractor’s Invoice and Support Data __________________ Page H-1 

I. Slope Stake Notes & Cross Section Examples, Including Culvert Staking __ Page I-1 

   

Appendix A 

A - 2

APPENDIX ‘A’

Guidelines for percentage payments for partially 

complete work

Description Allowance (Cumulative)

Clearing and Grubbing

• Felled and slashed 35 

• Bucked and piled (slashings, brush and logs) 60 

• Grubbed 75 

• Burned or chipped and removed 98 

• Substantially complete including cleanup 100 

Excavation and Embankment

• Pioneered 5 

• Drilled 20 

• Blasted 35 

• Roughed out to grade 85 

• Roadbed finished to grade 90 

• Slopes seeded 98 

• Substantially complete including cleanup 100 

Structural Excavation

• Excavation complete 85 

• Backfill complete 98 

• Substantially complete including cleanup 100 

Aggregate Courses

• Crushed and stockpiled onsite 50 

• Placed on roadway 80 

• Spread, compacted and tested 98 

• Substantially complete including cleanup 100 

Asphalt Pavements

• Aggregates crushed and stockpiled onsite 50 

• Placed, compacted and tested 98 

• Substantially complete including cleanup 100 

Page A-1
A - 3

PCC Pavement

• Forms set 35 

• Concrete in place 90 

• Forms removed and testing complete 98 

• Substantially complete including cleanup 100 

Concrete Structures

• Falsework erected 10 

• Forming complete 20 

• Concrete in place 80 

• Forms removed 90 

• Concrete tested and finished 98 

• Substantially complete including cleanup 100 

Steel Structures

• Falsework erected 10 

• Steel in place 80 

• Bolting and welding complete 90 

• Painting complete 98 

• Substantially complete including cleanup 100 

Notes: 

(1) These percentages are typical. They may be adjusted based on a detailed analysis 

of circumstances on given project.

(2) Whenever partially complete work entails continuing maintenance, an appropriate 

percentage should be retained to cover those costs. 

Page A-2
Appendix B 

U.S. DEPARTMENT OF TRANSPORTATION

 FEDERAL HIGHWAY ADMINISTRATION Western Federal Lands Highway Division 

 610 E. 5th St. Vancouver, Washington 98661 

FP-03 109.02(b)(2) 

Date Stamp 

 Project Name: 

Project Number: 

 Date: 

Copy Stamp 

Hauling Vehicle Volume Certification

Truck Number: 

Owner: 

Measurements & Calculations*: 

*Attach additional sheets if necessary. 

Measured Volume 

 Unit of Measure 

 

It is mutually agree to by and Western Federal Lands Highway Division, 

the above listed vehicle will be paid for at the above measured volume. 

 

Both parties agree to the following condition: Western Federal Lands Highway Division has the right to reduce the volume accordingly, 

for trucks which are not loaded to the agreed upon volume. 

For the Contractor For Western Federal Lands Highway Division 

Company Name Computed By Date 

Signature Approved 

Print Signature 

Title Title 

Date Date 

Page B-1 



Appendix C 

Water Truck Dimensions 

#_142__ Date______ 

a2=2.08’a1=1.46’ 

5’ 

b1=7.83’

A1 = π·a1·b1  = π·(1.46)·(7.83/2)  = 17.98 SF A2 = a2·b1 = (2.08)·(7.83)  = 16.29 SF A1+A2 = 34.27 SF 

Volume = Area x Length 

 = (34.27) (17.25) 

 = 591.16 FT3

1 ft3 = 7.48 Gallons 

Total Volume = 4421.9 gal Total Volume = 4.4 MGAL Truck Measure Agreement Dated________ 

FHWA Representative Contractor Representative 

Length = 17.25’ 

Page C-1
Water truck # 143 Volume Calculation 

The cross section of the water tank was determined to be an ellipse with both ends of the major 

axes cut off vertically. 

The foci were determined by taping two ends of a string to the tank such that a triangle could be 

formed at any point on the tank edge using a third point on the span of the string. The locations 

of the two string ends where this occurs are the locations of the foci. 

The equation of an ellipse is: 

    1

2

2 2

2

   

b

ky

a

hx , point (h,k) represents the center of the ellipse (0,0) 

Through manipulation: 2

2

1

a

x by 

The area of the portion of the ellipse that represents the cross section of the tank can be 

expressed as: 

 







2

1

2

2

2

2

1

1

x

x

a

x by

a

x by

A dxdy , and |-x1| = x2,   dx

a

x bA

x 2

1

0

2

2 2

14   

 

TI 89 integration was used w/ measured values of a = 1.330m, b = 0.765m, x2 = 1.230m 

 A = 3.12 m2

The tank length was measured to be 4.67m 

 LA 67.412.3  14.57m3 = 3846.5gallons

Page C-2
Appendix D 

Page D-1

Reissued October 18, 2005 Matls. IM T103C 

Supersedes October 3, 2000 Customary Units 

1 

Office of Materials

TEMPERATURE-VOLUME CORRECTIONS FOR ASPHALTIC MATERIALS (CUSTOMARY UNITS) 

GROUP 0 – SPECIFIC GRAVITY AT 60°F OF 0.850 TO 0.966 

LEGEND: t = Observed Temperature in Degrees Fahrenheit 

 M = Multiplier for Correcting Oil Volumes to the Basis of 60°F 

 t M t M t M t M t M 

 0 1.0241 50 1.0040 100 0.9842 150 0.9647 200 0.9456

 1 1.0237 51 1.0036 101 0.9838 151 0.9643 201 0.9452

 2 1.0233 52 1.0032 102 0.9834 152 0.9639 202 0.9448

 3 1.0229 53 1.0028 103 0.9830 153 0.9635 203 0.9444

 4 1.0225 54 1.0024 104 0.9826 154 0.9632 204 0.9441

 5 1.0221 55 1.0020 105 0.9822 155 0.9628 205 0.9437

 6 1.0217 56 1.0016 106 0.9818 156 0.9624 206 0.9433

 7 1.0213 57 1.0012 107 0.9814 157 0.9620 207 0.9429

 8 1.0209 58 1.0008 108 0.9810 158 0.9616 208 0.9425

 9 1.0205 59 1.0004 109 0.9806 159 0.9612 209 0.9422

10 1.0201 60 1.0000 110 0.9803 160 0.9609 210 0.9418

11 1.0197 61 0.9996 111 0.9799 161 0.9605 211 0.9414

12 1.0193 62 0.9992 112 0.9795 162 0.9601 212 0.9410

13 1.0189 63 0.9988 113 0.9791 163 0.9597 213 0.9407

14 1.0185 64 0.9984 114 0.9787 164 0.9593 214 0.9403

15 1.0181 65 0.9980 115 0.9783 165 0.9589 215 0.9399

16 1.0177 66 0.9976 116 0.9779 166 0.9585 216 0.9395

17 1.0173 67 0.9972 117 0.9775 167 0.9582 217 0.9391

18 1.0168 68 0.9968 118 0.9771 168 0.9578 218 0.9388

19 1.0164 69 0.9964 119 0.9767 169 0.9574 219 0.9384

20 1.0160 70 0.9960 120 0.9763 170 0.9570 220 0.9380

21 1.0156 71 0.9956 121 0.9760 171 0.9566 221 0.9376

22 1.0152 72 0.9952 122 0.9756 172 0.9562 222 0.9373

23 1.0148 73 0.9948 123 0.9752 173 0.9559 223 0.9369

24 1.0144 74 0.9944 124 0.9748 174 0.9555 224 0.9365

25 1.0140 75 0.9940 125 0.9744 175 0.9551 225 0.9361

26 1.0136 76 0.9936 126 0.9740 176 0.9547 226 0.9358

27 1.0132 77 0.9932 127 0.9736 177 0.9543 227 0.9354

28 1.0128 78 0.9929 128 0.9732 178 0.9539 228 0.9350

29 1.0124 79 0.9925 129 0.9728 179 0.9536 229 0.9346

30 1.0120 80 0.9921 130 0.9725 180 0.9532 230 0.9343

31 1.0116 81 0.9917 131 0.9721 181 0.9528 231 0.9339

32 1.0112 82 0.9913 132 0.9717 182 0.9524 232 0.9335

33 1.0108 83 0.9909 133 0.9713 183 0.9520 233 0.9331

34 1.0104 84 0.9905 134 0.9709 184 0.9517 234 0.9328

35 1.0100 85 0.9901 135 0.9705 185 0.9513 235 0.9324

36 1.0096 86 0.9897 136 0.9701 186 0.9509 236 0.9320

37 1.0092 87 0.9893 137 0.9697 187 0.9505 237 0.9316

38 1.0088 88 0.9889 138 0.9693 188 0.9501 238 0.9313

39 1.0084 89 0.9885 139 0.9690 189 0.9498 239 0.9309

40 1.0080 90 0.9881 140 0.9686 190 0.9494 240 0.9305

41 1.0076 91 0.9877 141 0.9682 191 0.9490 241 0.9301

42 1.0072 92 0.9873 142 0.9678 192 0.9486 242 0.9298

43 1.0068 93 0.9869 143 0.9674 193 0.9482 243 0.9294

44 1.0064 94 0.9865 144 0.9670 194 0.9478 244 0.9290

45 1.0060 95 0.9861 145 0.9666 195 0.9475 245 0.9286

46 1.0056 96 0.9857 146 0.9662 196 0.9471 246 0.9283

47 1.0052 97 0.9854 147 0.9659 197 0.9467 247 0.9279

48 1.0048 98 0.9850 148 0.9655 198 0.9463 248 0.9275

49 1.0044 99 0.9846 149 0.9651 199 0.9460 249 0.9272

Page D-2

Appendix E 

Page E-1
Page E-2
Page E-3

Appendix F 

Page F-1
Bridge Over Troubled Waters Project

Bob's Bridge Builders

Builder Bob, Bob's Bridge Builders

(208) 541-3704 (208) 541-62564

buildembig@bridgesmail.com

DTFH70-10-C-00204 Bridge Over Troubled Water

Page F-2
Page F-3
Page F-4
Appendix G 

Page G-1

Appendix H 

2

Pave Earth First, Inc.

A. Lincoln

S by SW Survey

We Flag, Inc.

Erosion Control, Inc.

Testers-R-Us, LLC.

Page H-1
P.O. Box 5

Somewhere, ID 53852Office: (208) 555-5552

Grangemont Road, ID PFH 67(2)DTFH70-10-C-00009Estimate Number 2

Pave Earth First

Page H-2
Appendix I

06/06/2008 WA PFH 208-1(1) Page# 20 

 CAMP GRISDALE ROAD  UPDATED STAKING NOTES 370+00 - 400+00  SLOPE STAKE REPORT (Ft)  STATION -------------------------------- 379+50.00 Region 2 Terrain Elevation = 529.73 Design Elevation = 529.57 DIFF = C 0.16  CHANGE LT STAKE ELEV SLOPE CENTERLINE SLOPE ELEV RT STAKE CHANGE ----------------------- ---------- ------- ------- ------------ ------- ------ ---------- --------  RP NO REF HUB RP NO REF HUB  F 1.50 527.74 MAIN 532.53 C 5.75  24.44 -5.00:1 +3.00:1 41.54  HP 16.95 529.24 526.79 24.30  -0.11 -2.00% -3.00:1 -2.45  11.50 529.34 529.24 HP 16.95  -0.23 -2.00% -2.00% -0.11  0.00 529.57 529.34 11.50  -2.00% -0.23  529.57 0.00 ------------------------------------------------------------------------------------------------------------------------  RE-CROSS SECTION NOTES 

Page I-1
06/06/2008 WA PFH 208-1(1) Page# 78 

 CAMP GRISDALE ROAD  UPDATED STAKING NOTES 370+00 - 400+00  SLOPE STAKE REPORT (Ft)  STATION -------------------------------- 398+00.00 Region 2 Terrain Elevation = 518.55 Design Elevation = 511.40 DIFF = C 7.15  CHANGE LT STAKE ELEV SLOPE CENTERLINE SLOPE ELEV RT STAKE CHANGE ----------------------- ---------- ------- ------- ------------ ------- ------ ---------- --------  RP NO REF HUB RP NO REF HUB  C 11.73 521.65 MAIN 521.61 C 11.55  44.78 +1.50:1 +1.50:1 37.27  27.19 509.92 510.07 19.95  -1.00 -3.00:1 -3.00:1 -1.00  HP 24.19 510.92 511.07 HP 16.95  -0.06 -2.00% -2.00% -0.11  21.00 510.98 511.17 11.50  -0.19 -2.00% -2.00% -0.23  11.50 511.17 511.40 0.00  -0.23 -2.00%  0.00 511.40 ------------------------------------------------------------------------------------------------------------------------  RE-CROSS SECTION NOTES 

Page I-2
06/06/2008 WA PFH 208-1(1) Page# 27 

 CAMP GRISDALE ROAD  UPDATED STAKING NOTES 370+00 - 400+00  SLOPE STAKE REPORT (Ft)  STATION -------------------------------- 383+00.00 Region 2 Terrain Elevation = 527.66 Design Elevation = 527.49 DIFF = C 0.16  CHANGE LT STAKE ELEV SLOPE CENTERLINE SLOPE ELEV RT STAKE CHANGE ----------------------- ---------- ------- ------- ------------ ------- ------ ---------- --------  RP NO REF HUB RP NO REF HUB  F 1.44 524.51 MAIN 526.96 F 1.72  28.65 -5.00:1 -5.00:1 25.06  HP 21.43 525.95 528.68 HP 16.47  -0.46 -7.20% +7.20% 0.36  15.10 526.41 528.32 11.50  -0.26 -7.20% +7.20% 0.83  11.50 526.67 527.49 0.00  -0.83 -7.20%  0.00 527.49 ------------------------------------------------------------------------------------------------------------------------  RE-CROSS SECTION NOTES 

Page I-3
Page I-4
Page I-5