Attachment 2 Project amaps General Notes General Notes and Drawings.pdf

ROAD # 26 MILE POST 0.00 TO 10.00

# 2640 # 2680 # 25 # 27

0.00 TO 4.20

0.00 TO 5.60

0.00 TO 5.30

0.00 TO 10.70

NO. DESCRIPTION

01 TITLE SHEET

02 PROJECT LOCATION MAP

3-5 SUMMARY OF QUANTITIES

6-9 GENERAL NOTES

10-15 WORK LIST FOR ROAD 26, MILEPOST 0 - 10.0

16 GEOCELL SYSTEM RETAINING WALL

17-18 GEOCOMPOSITE DRAIN SYSTEM

19 GABION WALL DETAILS, MILEPOST 2.98

20 GABION WALL DETAILS, MILEPOST 5.26

21 GABION WALL DETAILS, MILEPOST 5.40

22 GABION WALL DETAILS, MILEPOST 5.52

23 BORROW PIT SITE PLAN

24 DRAINAGE LISTING

25 TYPICAL BRUSHING DETAILS

26-27 DRAINAGE CONSTRUCTION DETAILS

28-31 SILT FENCE DETAILS

32-37 ARRA SIGN DETAILS

SHEET INDEX

Suiattle Road Repair and Maintenance

Summary of Quantities Page 1 of 3 BASE Option A Option B Option C Option D Rd. 26 Rd. 2640 Rd. 2680 Rd. 25 Rd. 27

Unit of

MP

0-10.0

MP

0-4.2

MP

0-5.6

MP

0-5.3

MP

0-10.7

Spec # Item Measure Qty Qty Qty Qty Qty Total

15101 Mobilization Lump Sum 2 1 1 1 1 6.00

20407 Select borrow, compaction method (e), finishing method (a) CY 3407 0 0 0 0 3,407.00

20411

Embankment construction, compaction method (e), finishing method (a) CY 680 0 0 0 0 680.00

20415 Unsuitable Excavation CY 4850 0 0 0 0 4,850.00

20416 Waste, Excavated Asphalt ton 270 0 0 0 0 270.00

25102 Riprap, Class 5 Ton 228 0 0 0 0 228.00

25102 Riprap, Class 7 Ton 27 0 0 0 0 27.00

25314 Gabions, welded wire baskets CY 188 0 0 0 0 188.00

27301 Cellular Confinement System SF 2450 0 0 0 0 2,450.00

32201

Aggregate Base, Grading equal to WSDOT mix 1-1/4" minus, Dense Graded, Comp B ton 1465 0 0 0 0 1,465.00

40401A Minor hot asphalt concrete ton 1771 0 0 0 0 1,771.00

40401B Minor hot asphalt concrete ton 100 0 0 0 0 100.00

40950 Chip Seal SY 117333 0 0 0 0 117,333.00

41411 Crack cleaning and sealing (Approx. 5000 Lin. Ft.) Lin. Ft. 1 0 0 0 0 1.00

60211 84 Inch Corrugated Steel Pipe, 0.138" Thickness Lin. Ft. 70 0 0 0 0 70.00

60275B

24 Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method B Lin. Ft. 280 0 0 0 0 280.00

Summary of Quantities Page 2 of 3

MP

0-10.0

MP

0-4.2

MP

0-5.6

MP

0-5.3

MP

60275C

36 Inch high density polyethylene pipe with smooth compaction method B Lin. Ft. 158 0 0 0 0 158.00

60275D

48 Inch high density polyethylene pipe with smooth compaction method B Lin. Ft. 90 0 0 0 0 90.00

60276A

60 Inch high density polyethylene pipe with smooth compaction method B Lin. Ft. 476 0 0 0 0 476.00

60276B

72 Inch high density polyethylene pipe with smooth compaction method B Lin. Ft. 70 0 0 0 0 70.00

60503 Geocomposite underdrain system Lin. Ft. 175 0 0 0 0 175.00

60508 Granular Backfill, 3/4" washed agg. ton 120 0 0 0 0 120.00

60513 Geotextile Material, Type I-A SY 1011 0 0 0 0 1,011.00

60701 Cleaning bridge in place Each 2 0 0 0 0 2.00

60708 Cleaning Culverts in Place Each 2 0 0 0 0 2.00

60710

Reconditioning Drainage Structures, Fix Bent Culvert Inlet Each 3 0 0 0 0 3.00

62201A Med. Size Excavator w/thumb Hour 0 20 40 40 80 220.00

62201B Dump Truck, 10 CY Hour 0 20 40 40 80 220.00

Summary of Quantities Page 3 of 3

MP

0-10.0

MP

0-4.2

MP

0-5.6

MP

0-5.3

MP

62201C Wheel Loader, 3 CY Hour 0 20 20 40 80 200.00

62201D Rubber Tired Backhoe, Case 580 or equal Hour 0 20 20 40 80 200.00

63312 Delineator, Plastic with flexible rubber base Each 8 0 0 0 0 8.00

63390

Install “American Recovery and Reinvestment Act” signs (includes posts) Each 1.0 0.0 0.0 0.0 0.0 1.00

63404 Pavement markings type A, Yellow Skip Mile 10.0 0.0 0.0 0.0 0.0 10.00

63404B Pavement markings, type A, White Edge Stripe - Solid Mile 20.0 0.0 0.0 0.0 0.0 20.00

811(3) Surface Maintenance Mile 0.0 0.0 5.6 5.3 10.7 31.60

811(5) Surface Maintenance Mile 0.0 4.2 0.0 0.0 0.0 4.20

813(3) Spot Surfacing Ton 0.0 50.0 100.0 200.0 535.0 1,385.00

834(5) Roadway Drainage Maintenance Mile 0.0 4.2 5.6 5.3 10.7 35.80

842(1) Roadway Vegetation Maintenance Mile 10.0 0.0 0.0 0.0 0.0 10.00

842(2)

Maintenance Mile 0.0 0.0 5.6 5.3 10.7 31.60

842(3)

Maintenance Mile 0.0 4.2 0.0 0.0 0.0 4.20

851(1) Logging out (ML 3-5) Mile 0.0 0.0 5.6 5.3 10.7 31.60

851(2) Logging out (ML2) Mile 0.0 4.2 0.0 0.0 0.0 4.20

ARRA – Suiattle Roads Repair and Maintenance

General Notes

1. The Borrow pit is located at milepost 1.7 on the Suiattle Road. The area of the pit to be used for borrow shall be stripped of all weeds and this material shall be placed in a pile for use in the backfill behind the geocells of the retaining wall at milepost

2.75. This material must be encapsulated by other weed free material. Following material removal from the pit, any oversized material shall be placed in an area approved by the Contracting Officer. The pit shall be sloped to drain following all work.

2. Item 15101, Mobilization – All construction signing, traffic control, and cleaning of equipment is an indirect cost to Mobilization. Equipment shall be washed, cleaned, and inspected by the Contracting Officer prior to accessing the project. Cost of Bond is also included.

3. Item 15701, Erosion Control, Silt Fence- At each small culvert (18” and 24”), approx. 25’ each side of flow line at the lower end of the culverts, deeper culverts and 36” and 48” culverts, approx. 50’ each side of flow line, 60”, 72” and 84” culverts, 100’ each side of flow line. Also place below areas where road shoulder work is being done. In those areas, place below the affected area and extend 25’ past work area on each end. The cost of the silt fence is incidental to the other contract items.

4. Item 20407, Select Borrow, this item is for use in rebuilding the roadway and approaches at the wall at milepost 2.75. The wall volume and aggregate are paid for separately.

5. Item 20411, Embankment construction consists of the material that is removed and replaced on fill sections that are re-constructed.

6. Item 20415, Unsuitable Excavation, this item is the material which must be removed to build the retaining wall and geocomposite drain system at milepost 2.75, including the approaches on each end. This material shall be hauled to the waste area at Milepost 3.08 and stockpiled up against the other stockpiled material.

The stockpiled material shall be pushed up with a dozer, tracked and shaped to drain and minimize the area used. The pile shall be smoothed out and seeded following use. Seeding shall meet Forest Service native seed requirements and costs will be incidental to Item 20415.

7. Item 20416, Excavated Asphalt, this material shall be removed from National

Forest System Lands and disposed of in a manner that meets all State and Local laws.

8. Item 25102A, Riprap Class 5, shall be used at the inlets and outlets of culverts.

Item 25102B will be used to reinforce the fill at milepost 3.53.

All 24” and 36” culverts shall have 3 tons of riprap placed at the inlet and 5 tons placed at the outlet. All 48” and larger culverts shall have 4 tons of riprap placed at the inlet and 8 tons placed at the outlet.

9. Item 25314, Gabions shall be placed as shown in the drawings. The gabion baskets shall be 3’Hx3W’x6’L. All fabric for gabion placement, both below and behind gabions shall be incidental to the cost of the gabions.

10. Item 27301,Geocell System Retaining Wall is a retaining wall built of Geocell material. (See Specification) Geocell panels shall be 8” high by 8’ wide by 21’ long nominal dimensions and have individual cell size of approximately 8.8” by 10.2”.

Type III-A geotextile shall be placed over every third panel in height and for the full width of the excavation. (All the way to the back wall) The cost of the fabric is incidental to Geocell System Retaining Wall, Item 27301.

At Milepost 2.75 Geocell wall location, construct truck turnaround to right just before the site. Light clearing, and brush removal will be required. Aggregate, if needed will be removed following all work at the site. This work is incidental to Item 27301 Geocell System retaining wall.

11. Item 32201, Aggregate base is for use in raising grade on shoulders and as sub-base material at the milepost 2.75 retaining wall prior to placement of the asphalt.

12. Item 40401A, Minor Hot Asphalt Concrete, is for use as shown on the drawings for patching, section paving and overlays. Item 40401B will be placed as directed by the Contracting Officer. All asphalt patches shall have Tack Coat applied before placing asphalt. Cost of Tack coat will be incidental to Item 40401A and 40401B.

Surface preparation prior to paving missing pavement sections: Gravel shall be removed from the pavement edge to a depth of at least 4”. This excess material shall be incorporated into the subgrade of the area to be paved. If the pavement edge is not vertical and reasonably flat, the edge shall be saw cut to give a flat surface. Tack coat edge prior to placing asphalt, incidental to item 40401. The subgrade shall be approved by the Contracting Officer prior to placing asphalt.

13. Items 40950, Chip Seal will be placed for the entire length of the job. Pavement cleaning and edge cleaning is required prior to paving. Payment for cleaning is incidental to Items 40401A, 40401B and 40950.

14. Item 41411, Crack Sealing– The intention of this item is to do crack filling on the worst of the existing cracks. Some are listed by milepost, some are marked with paint. The contract estimate of 5000 lineal feet may be adjusted if additional crack filling is required. Contractor shall keep track of the lineal feet as the job progresses.

15. Items 60211, 60275A, 60275B, 60275C, 60275D and 60275E will include necessary roadway excavation to culvert depth, furnishing the culvert, backfill including compaction and preparation for paving. Paving will be paid as a separate item. Estimated excavation per pipe is 150 CY to 250 CY. Some will be more and some less. Contractor shall field verify culvert lengths and depths prior to bidding on the job.

Removal of the old culverts is incidental to the installation of the new culverts including the cost of disposal of the old culverts which become the property of the Contractor and must be removed and legally disposed off National Forest System lands.

16. Item 60503 Geocomposite underdrain system shall include all items shown on drawings. Bid shall include all costs. Pay Item Measurement is measured along centerline of road.

17. Items 60508 and 60513 will create a “drainage mattress”, an envelope of fabric with

6” of ¾” washed concrete gravel. Fabric shall wrap edges to prevent native materials from entering mattress. Fabric shall also be overlapped a minimum of 2 feet per manufacturer’s recommendations.

18. Item 60701 is Cleaning Bridge in Place. Bridge deck and sidewalk must be cleaned by methods that will not put the removed material into adjacent drainages.

19. Items 60708 and 60710 involve cleaning culverts in place and fixing the bent end of culverts.

20. Items 62201A, 62201B, 62201C and 62201D are equipment rental items and are designed to help with road opening, opening drainages, removing slides and other miscellaneous work.

21. Item 63312 are rubber based glue down delineators and will be placed as directed on the concrete ford. Height is 42”, white with 3´reflectorized bands.

22. Item 63404A is pavement centerline painting, yellow, glass bead and continuous striped. Item 63404B is edge striping, white glass bead and continuous striped.

23. Items 811(3), 811(5), 813(3), 834(5), 842(1),842(2), 842(3), 851(1) and 851(2) are maintenance items and will be used on the roads as shown in the schedule of items.

These items are maintenance items and as such are not subject to Davis-Bacon wages.

24. The borrow area of the pit shall be stripped of all weeds and this material shall be placed in a pile for use in the backfill behind the geocells of the retaining wall at milepost 2.75. This material must be encapsulated by other weed free material.

Following material removal from the pit, any oversized material shall be placed in an area approved by the Contracting Officer. The pit will be under use by various contractors, both government and private land owners. The pit shall be sloped to drain following all work.

25. Traffic Control & Signing – See the Supplemental Project Specifications for signing requirements and standard Contractor furnished signs. For construction work to be done on Road #26 from Milepost 2.75 to 6.40 a Traffic Control Plan shall be submitted to Contracting Officer for approval 7 days prior to commencing work.

All traffic control and signing is an indirect cost to Item 15101, Mobilization.

Note:

1. For construction work at the Geocell wall installation at Milepost 2.75 the Contactor shall notify the Contracting Officer 14 calendar days in advance of when the allowed closure will take place. The following signs shall be installed 200’ in on Road #26 beyond the Junction with State Route 530 7 days prior to the closure. The sign shall meet the current MUTCD Standards, mounted on a 4”x 4” x 10’ post, and meet the following requirements: The sign shall read:

ROAD 26 TO BE CLOSED Sign on a 48”x 36” panel FOR CONSTRUCTION Orange reflectorized with X.XX MILES AHEAD 3” high black letters (Date) TO (Date)

The milepost on the sign shall be changed as work progresses.

2. All season there will be other ongoing road construction projects along FSR 26 and adjacent side road by Government Contractors and Private Land Owners.

Traffic control will be required to ensure other contractors and their work may continue at all times.

3. During chip sealing of road, one lane shall remain open at all times.

4. During individual culvert installations, the road may be closed for a maximum of 8 hours. The Contractor shall notify the Contracting Officer of closure dates and times 7 working days prior to road closure. Signs shall be installed 5 working days prior to closure to notify users.

26. Timing of Instream Work – The window for instream work on Suiattle Road 26 culvert replacements is July 15 to August 15 annually. All work shall be done under the provisions of the 2005 WSDW-USFS MOU (Washington State Department of Fish & Wildlife – US Forest Service Memorandum of Understanding).

A copy of the MOU document shall be provided to the Purchaser/Roadwork Contractor at the Pre-Work meeting for the road construction. The Purchaser/Roadwork Contractor shall have the MOU readily available on the jobsite at all times.

27. ARRA Signs will be placed at milepost 0.02 on Road 26 as approved by the

Contracting Officer.

ARRA – FSR 26 - Suiattle Road - Work List

Milepost Item Description of Work Unit Quantity

0.00 Incidental Clean and sweep both shoulders Miles 10

40950 Begin Chip Seal Miles 10

0.40 41411 Begin crack sealing LS 1

Most of the cracking is in the center of the road

0.87 41411 End crack sealing LS 1

(Start of old chip seal) 40401A Fix left pavement edge for 10 feet ton 1

60710 Fix Bent Culvert Inlet Each 1

1.68 40401A Fix dip in left lane ton 7 Raise grade 6" w/asphalt for 30 feet

2.03 60708 Clean Culvert Inlet Each 1

2.34 40401A Raise grade w/ asphalt ton 5 60' x 6' x 4"

2.40 40401A Raise grade w/ asphalt ton 5 35'x8'x3"

2.49 41411 Crack Seal and patch to smooth surface in ton 1 40401A right lane for 50'

2.53 41411 Crack Seal right lane for 60' LS 1

2.61 60708 Find and clean culvert outlet Each 1

2.75-

2.80 Large Fill Failure

27301 Construct Geocell Wall (See Plan Sheets) SF 2450 20415 Unsuitable Excavation CY 4850 60503 Geocomposite Drain (3500 SY) Foot 175 60513 Geofabric SY 622 60508 Granular fill, 3/4" Washed Rock Ton 78 40401A Asphalt Section Paving 300'x20'x4" Ton 150 20407 Select Borrow, 6" minus CY 3407

2.98 25314 Gabion structure CY 26 Use excavated material to rebuild shoulder

3.02 60275A Culvert Replacement 24"x62' LF 62 25102A Riprap outlet, Class 5 ton 8 40401A Asphalt Repair 150'x4'x4" ton 15 40401A Asphalt Repair over culvert (30'x20' Typ.) ton 15 20411 Embankment Construction 150'x4'x4' CY 90

3.10-

3.11 40401A Fill low spots with asphalt to level ton 6

60'x6''x3"to 10" and 40'x6'x 0" to 2"

3.15-

3.16 20411

Embankment Construction, Remove and replace CY 33

100'x3'x3' 40401A Repave, 3'x100' and level 20'x10'x0"to4" ton 10

3.21 60275A Replace existing 18" culvert with 24"x40' culvert LF 40

3.23 60275B Replace existing 18" culvert with 36"x46' culvert LF 46

3.38 40401A Asphalt Repair (20'x4'x4") ton 2

3.39 60275A Replace existing 18" culvert with 24"x50' culvert LF 50

3.42-

3.46 20411

Embankment Construction, Remove and replace CY 67

220'x3'x3' 32201 Aggregate Base ton 15 40401A Asphalt Section Paving 200'x20'x4" ton 100

3.46 60275B Replace existing 24" culvert w/ 36"x46' culvert LF 46

3.49 60275C Replace existing 18" culvert w/48"x50' culvert LF 25102A Riprap outlet, Class 5 ton 12

3.50 40401A Fill low spots with asphalt to level – 30’x4’x3” ton 3

3.53-

3.57 20411

Embankment Construction, Remove and replace CY 45

50'x6'deep x4' 32201 Aggregate Base ton 60 40401A Asphalt Section Paving 130'x20'x4" ton 65 25102B Riprap, Class 7, Riprap Bank (30'Lx8'Hx3'D) ton 27

3.60 20411 Embankment Construction, Remove and replace CY 21

70'x2'deep x4' 32201 Aggregate Base Ton 15 60275C Replace 24" culvert w/ 48" x40' culvert LF 40 25102A Riprap outlet, Class 5 ton 12 40401A Asphalt Repair over culvert (30'x20' Typ.) Ton 15 40401A Asphalt Repair Shoulder (100'x6'x4") Ton 15

3.65 20411 Embankment Construction, Remove and replace CY 15

50'x2'deep x4' 32201 Aggregate Base Ton 15 40401A Asphalt Repair Shoulder (50'x6'x4") Ton 8

3.71-

3.74 40401A Asphalt Section Paving 130'x20'x4" ton 65

3.74 60275A Existing 18" culvert, replace w/ 24"x50' culvert LF 50

3.78 40401A Fill low spot with asphalt to level ton 2 30'x8'x3"

3.97 63312 Replace 8 Delineators each 8

4.32 40401A Fill low spot with asphalt to level ton 1

4.35 60275D Replace 24" culvert w/60"x40' culvert LF 40

4.48 60275D Replace 24" culvert w/60"x46' culvert LF 46

4.70 41411 Fix pavement edge cracks for 100 feet LS 1 40401A Asphalt Overlay, 70'x20'x2" ton 17

4.74 40401A Fill low spot with asphalt to level ton 2 20'x6'x0" to 3"

4.90 40401A Fill low spot with asphalt to level ton 5 20'x20'x0" to 4"

4.91 40401A Fill low spot with asphalt to level ton 1 10'x10'x0" to 3"

4.95 60211 Replace existing metal box w/84"x70' culvert LF 70

5.03 60275D Replace 60"x36" culvert w/60"x40' culvert LF 40

5.10 60275D Replace 36" culvert w/60"x50' culvert LF 50

5.18 60275A Replace 18" culvert w/ 24"x44' culvert LF 44

5.22 60275B Replace 24" culvert w/ 36"x66' culvert LF 44

5.23 40401A Fill low spot with asphalt to level ton 3 20'x8'x0" to 6"

5.26 25314 Gabion Structure CY 66 32201 Aggregate Base ton 180 40401A Asphalt Section Paving 200'x20'x4" ton 100 20411 Embankment Construction 100'x6'x8' CY 178

5.30 60708 Clean Culvert Inlet Each 1

5.34 60275D Replace 24" culvert w/ 60"x60' culvert LF 60

5.40 25314 Gabion Structure CY 30 40401A Asphalt Section Paving 140'x20'x4" ton 70 20411 Embankment Construction 50'x6'x8' CY

5.42 60275E Replace 36" culvert w/72"x70' LF 70

40401A Asphalt Repair over culvert (30'x20' Typ.) ton 15

5.45-5.5 32201 Aggregate Base ton 30

40401A Asphalt Section Paving 275'x20'x4" ton 137

5.52 25314 Gabion Structure CY 50 32201 Aggregate Base ton 60 40401A Asphalt Section Paving 140'x20'x4" ton 70 20411 Embankment Construction 80'x6'x8' CY 142

5.58-

5.62 32201 Aggregate Base ton 60

40401A Asphalt Section Paving 220'x20'x4" ton 110

5.65 40401A Asphalt Section Paving 60'x20'x4" ton 30 60275A Replace bent 24" culvert w/ 24"x34' culvert LF 34

5.67 60275D Replace 18" culvert w/ 60"x64' culvert LF 64

5.69 40401A Asphalt overlay, 70'x20'x2" ton 17

5.74 60275D Replace 18" culvert w/ 60"x38' culvert LF 38

6.58 40401A Asphalt patch, 30'x20' ton 7

6.59 60275D Replace 24" culvert w/ 60"x66' culvert LF 66

6.68 60701 Clean Bridge Deck (206' x 30') LS 1 63306 Replace object markers and posts Each 4

7.89 60701 Clean Bridge Deck (82' x 30') LS 1 63306 Replace object markers and posts Each 4 25314 Install Gabion Structures at both ends CY 20 40401A Asphalt Section Paving (20'x20'x4") x 2 ton 20

8.54 60275D Replace 24" culvert w/ 60"x72' culvert LF 72

9.29-

9.47 40401A Asphalt Section Paving 880'x20'x4" ton 440

9.51 40401A Fill low spot with asphalt to level ton 3

20'x8'x0" to 6"

10.02 40950 End Chip Seal Mile 10 End Edge Cleaning Mile 10

10.59 60710 Fix Bent Culvert Inlet Each 1

Suiattle Road Drainage Listing

Existing Existing Existing New New New 24" 36" 48" 60" 72" 84" Milepost Diameter Length Material Diameter Length Material

3.02 24 62 Steel 24 62 Plastic 62

3.21 18 40 Steel 24 40 Plastic 40

3.23 18 46 Steel 36 46 Plastic 46

3.39 18 50 Steel 24 50 Plastic 50

3.46 24 46 Steel 36 46 Plastic 46

3.49 18 50 Steel 48 50 Plastic 50

3.6 18 46 Steel 48 40 Plastic 40

3.74 18 0 Alum. 24 50 Plastic 50

4.35 24 40 Steel 60 40 Plastic 40

4.48 24 48 Steel 60 46 Plastic 46

4.95 Metal Box 70 Steel 84 70 Steel 70

5.03 5'x3' 40 Steel 60 40 Plastic 40

5.1 36 50 Steel 60 50 Plastic 50

5.18 18 44 Steel 24 44 Plastic 44

5.22 24 66 Steel 36 66 Plastic 66

5.34 24 60 Steel 60 60 Plastic 60

5.42 24x48 70 Steel 72 70 Plastic 70

5.65 24 34 Steel 24 34 Plastic 34

5.67 18 64 Steel 60 64 Plastic 64

5.74 18 38 Steel 60 38 Plastic 38

6.59 24 80 Steel 60 66 Plastic 66

8.54 24 72 Steel 60 72 Plastic 72

Total Length 280 158 90 476 70 70

Silt Fence Details – Type A

9/22/2009

PROJECT FUNDING SOURCE SIGN ASSEMBLY

AMERICAN RECOVERY AND REINVESTMENT

ACT SIGN LAYOUT DETAILS for use on USFS

PROJECTS

PROJECT FUNDING SOURCE

SIGN

9/22/2009

Project Funding Source Sign Assembly American Recovery And Reinvestment Act Sign Layout Details USFS Projects - FOR USE ON LOW SPEED ROADS

OR NON-ROAD PROJECTS

PROJECT FUNDING SOURCE SIGN OTE: SIGN SHALL NOT BE INSTALLED WITHOUT

PROJECT FUNDING SOURCE PLAQUE (SEE SHEET 5).

A B C D E F G H J K L M N P

60 36 0.75 3 3 C 2.25 4 C .625 3 C* NA NA 4.393 3 5.416

42 27 0.5 2.5 2 C 1.75 3 C 1.5 2 C* NA NA 9.60 2 3.681

Q R S T U V W X Y Z AA BB C DD

7.044 4.02 5.78 24.71 1.371 2.629 23.452 3.406 23.38 11.236 4 8.144 2 10

4.742 2.68 3.85 15.861 1.207 1.792 15.276 2.271 15.455 7.369 3 5.0875 1.5 7

EE FF GG

4 1.5 1.5

* Increase character spacing 50% Colors: Legend , Borader - White (Retroreflective) ** See Pictograph page 6 Background - Green (Retroreflective) *** See Pictograph page 7

4/2/2009

Recovery And Reinvestment Act Sign Layout Details USFS Projects

FOR USE ON LOW SPEED ROADS OR NON-ROAD

PROJECTS

PROJECT FUNDING SOURCE PLAQUE

NOTE: SIGN SHALL NOT BE INSTALLED See StandardHighway Signs WITHOUT SIGN (SEE SHEET 4) Page 6-59 for Symbol Detail

A B C D E F G H J K L M N P 60 12 0.312 0.437 2 3 C 11.174 10.185 8.640 6.64 3 17.11 3.25 4.3825 42 9 0.187 0.312 1.67 2 C 8.303 7.843 4.853 5.334 2 11.406 2.5 2.922

Q R S T U V W X Y Z

10.507 1.5 12 0.375 0.5 0.75 5.5 4 1.5 6

7.005 1.125 9 0.375 0.5 0.5 3.5 3 1.5 4.5

COLORS: LEGEND, BORDER — BLACK

BACKGROUND — ORANGE (RETROREFLECTIVE)

USFS Projects

RECOVERY

Vector-Based, Vinyl-Ready Pictograph

COLORS: LEGEND, OUTLINE — WHITE

(RETROREFLECTIVE)

BORDER — BLUE

(RETROREFLECTIVE)

BACKGROUND (UPPER) — BLUE

(RETROREFLECTIVE)

BACKGROUND (LOWER RIGHT) — RED (RETROREFLECTIVE)

BACKGROUND (LOWER LEFT) — GREEN

(RETROREFLECTIVE)

USFS Projects

FOREST SERVICE SHIELD

NOTE: Shield artwork supplied by Government.

Shield is also available in decals sizes 2, 2 ½, 3, 4, 5, 6, and 8 inches.

COLORS: LEGEND, OUTLINE — WHITE (RETROREFLECTIVE)

BORDER — WHITE (RETROREFLECTIVE)

BACKGROUND — BROWN (RETROREFLECTIVE)

Recovery And Reinvestment Act Sign Layout Details USFS Projects

The Forest Service Shield is fully detailed in EM 7100-15, Sign and Poster Guidelines for the Forest Service.

Sign Layout Details are based on FHWA guidance for an MUTCD compliant construction sign to use to on ARRA projects. Additional information may be found at the links below http://www.fhwa.dot.gov/economicrecovery/arrasignguidance.htm http://www.fhwa.dot.gov/economicrecovery/arrasigndetail.pdf