01-32_Dwgs.pdf

ITEM PAY EST.

NO. DESCRIPTION UNIT QTY.

15101 Mobilization Lump Sum All

20301A Removal of culvert Each 1

20301B Removal of damaged ecology block Each 2

20303 Removel of existing asphalt pavement Square Yard 418

* 20415 Unsuitable excavation Cubic Yard 297

20950 Pipe bedding (Commercial Source) Ton 40

23050 Roadside Brushing Mile 7.56

25101A Placed riprap, class 4 (Commercial Source) Ton 22

25101B Placed riprap, class 7 (Commercial Source) Ton 65

25307 Revet Mattress (Hogwire) galvanized or aluminum coated Square Yard 28

30304 Road reconditioning, cleaning, shaping ditches and culvert inlets/outlets Mile 7.56

30326 Road reconditioning, cleaning and sweeping edges of existing pavement Mile 7.56

32201

Aggregate base, grading equal to the Washingtion State DOT mix 1-

1/4" minus, dense graded, compaction method B (Commercial Source) Ton 88.00

41411 Crack cleaning and sealing Lump Sum All

43004 Full depth patch hot asphalt concrete mixture Ton 98.00

43007 Skin patch hot asphalt concrete mixture Ton 282.00

60104 Concrete, method precast ecology block (6' x 2' x 2') Each 35

60209 Elbow, for outlet pipe (turner type) Each 6

60273 Anchor assembly for polyethylene outlet pipe Each 6

60274A 18-Inch high density polyethylene outlet pipe with smooth interior and annular exterior Foot 80

60274B 24-Inch high density polyethylene outlet pipe with smooth interior and annular exterior Foot 40

* Note: Contract Quantity

SHEET 3 of 32

ARRA - ROAD 31 REPAIRS

SUMMARY OF QUANTITIES

PROJECT: ROAD #31, CANYON CREEK (Milepost 0.00 to 7.56)

PAY EST.

DESCRIPTION UNIT QTY.

60275A 18-Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method C Foot 138

60275B 24-Inch high density polyethylene pipe with smooth interior and annular exterior, compaction method C Foot 70

62201A Excavator, minimum horse power 100, bucket 3/4 C.Y., and reach 20' Hour 12

62201B Large dump truck (10-12 C.Y.) Hour 8

63306 Object marker, type 3 (for Kidney Creek Bridge) Each 4

63307 Delineators, 6' long Carsonite (for milepost 4.148 to 4.167) (Gov.

furnished) Each 6

63390 Furnish and Install " American Recovery and Reinvestment Act" sign

(inludes post) Each 1

SHEET 4 of 32

ITEM

NO.

Note: Contract Quantity

PROJECT: ROAD #31, CANYON CREEK (Milepost 0.00 to 7.56)

ARRA - ROAD 31 REPAIRS

SUMMARY OF QUANTITIES

Sheet 5 of 32

ARRA – ROAD 31 REPAIRS

GENERAL NOTES

1. 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 Forest Service Engineering Representative prior to accessing the project.

2. Item 20301A, Removal of excavated culvert – Culverts removed shall become the property of the Contractor and removed from Government Lands. The Contractor shall provide written proof that the culverts were disposed of at a certified recycling business or stored at the Contractor’s storage yard for personal use.

3. Item 20301B, Removal of damaged ecology block – Ecology blocks removed shall become the property of the

Contractor and removed from Government Lands. The Contractor shall provide written proof that the culverts were disposed of at a certified recycling business or stored at the Contractor’s storage yard for personal use.

4. Item 20303, Removal of existing asphalt pavement – pavement removed shall be disposed of at a certified recycling business. Written proof shall be required.

5. Item 20415, Unsuitable excavation – Material shall be disposed of at the Disposal Site on Road #3130550, MP 0.20, in an area approved by the Contracting Officer. See the Project Location Map on the Plans, Sheet 2. Upon completion of project work the disposal site shall be compacted, smoothed, and shaped to drain.

6. Item 20950, Pipe bedding – Bedding material for culvert installations shall be obtained from a Commercial Source or some may be obtained from the existing suitable roadway aggregate base course which is conserved during site excavation. If obtained from a Commercial Source, it shall meet the requirements of Item 32201, Aggregate Base.

7. Item 23050, Roadside brushing - This work consists of cutting and disposal of the existing roadside vegetation.

Clearing limits and requirements are shown on the “Brushing, Road Reconditioning, & Pavement Cleaning Details” on the Plans, Sheet 21.

8. Items 25101A & B, Placed riprap, class 2 & 7 – This work includes furnishing and pacing riprap for culvert inlets & outlets and the embankment wall at MP 1.148 to 4.167. See Supplemental Project Specification 705.02 for size requirements. Riprap shall be obtain from a Commercial Source and shall be approved, in writing, by the Forest

Service Engineering Representative. Jobsite generated material and roadside material meeting the specification requirements for Class 2 Riprap may be utilized, but only it is approved in advance by the Contracting Officer.

9. Items 30304, Road reconditioning, cleaning, shaping ditches and culvert inlets/outlets - This work consists of cleaning and reconditioning ditches, shoulders, cleaning and reconditioning all culvert inlets and outlets. Reconditioning limits are shown the “Brushing, Road Reconditioning, & Pavement Cleaning Details” on the Plans, Sheet 21.

10. Items 30326, Road reconditioning, cleaning and sweeping edges of existing pavement - This work consist of cleaning and sweeping the entire project roadway edges. This work shall be completed prior to crack cleaning & sealing and placing hot asphalt concrete mixture (skin patches & full depth patches) on the roadway. Cleaning and sweeping limits are shown the “Brushing, Road reconditioning, & Pavement Cleaning Details” on the Plans, Sheet 21.

11. Item 32201, Aggregate Base – The aggregate shall be obtained from a Weed Free, Certified, Commercial Source. It shall meet the requirements equal to the Washington State DOT mix 1-1/4” minus, dense graded. Material

Certification, Testing Reports, and Gradation Report shall be submitted to the Contracting Officer for approval prior to delivery to the project. Quantities are measured by the Ton. Load and weight tickets shall be submitted to the

Forest Service Representative for verification of quantities. Compaction Method B requires achieving the adequate moisture content, layer placing, and compacting with a vibratory roller until visual displacement ceases. All work associated with obtaining, hauling, placing, processing, and compaction are an indirect cost to Item 32201.

Sheet 6 of 32

GENERAL NOTES (cont.)

12. Item 41411, Crack cleaning and sealing – This work consists of cleaning all visible cracks in the existing asphalt pavement. See Specification 414 and Supplemental Project Specification 414.05 for requirements and materials.

13. Items 43004 & 43007, Full Depth and Skin Patch hot asphalt concrete mixture – This work shall include all hot asphalt concrete mixture on the project. Locations for the full depth and skin patches shall be marked on the ground by the Contracting Officer or as described in the Work Description on the Plans. All asphalt quantities shown in the

Work Summary are approximate, but are paid for as an actual quantity placed during construction. Any prep work necessary for the patches (including the pre-paving tack coat on the existing pavement) shall be an indirect cost to the

Pay Item. All asphalt concrete shall be WSDOT Class B or Class G as approved by the Contracting Officer. A Pre-paving Conference shall be conducted at least 7 days prior to the beginning of paving operations. At that time, the

Contracting Officer and the Contractor (including any Sub-Contractors) shall discuss methods of accomplishing all phases of the paving work.

14. Item 60104, Concrete, method precast ecology block – This work consists of furnishing and placing the ecology blocks (size: 6’ x 2’ x 2’) as described in the Work Description or as Shown on the Plans.

15. Item 60209, Elbow, for outlet pipe (Turner Type) - This work consists of cutting and installing the culvert elbow for polyethylene outlet pipe. See the Drainage Construction Details on the Plans for installation details.

16. Item 60273, Anchor assemblies for polyethylene pipe - This work consist of cutting and installing the steel anchor posts and steel wire for polyethylene outlet pipe. See the Drainage Construction Details on the Plans for materials and installation details.

17. Items 60274A & B, 18-inch & 24-inch high density polyethylene outlet pipe - This work consists of furnishing and installing the culvert outlet pipes. See the Drainage Construction Details on the Plans for installation details.

18. Items 60275A & B, 18-inch & 24-inch corrugated polyethylene pipe, compaction method C - This work consists of furnishing and installing the culvert pipes. See the Drainage Construction Details on the Plans for installation details.

19. Items 62201A & B, Excavator & Large Dump Truck – Equipment Rental shall be utilized as ordered and directed by the Contracting Officer for necessary needed project work that has not been identified in the original Contract.

20. Item 63306, Object marker, type 3, (For Kidney Creek Bridge) (includes post) – This work includes furnishing and installing object markers and posts on the 4 corners of the bridge. See the details on the Plans, Sheet 24 for materials and installation requirements.

21. Item 63306, Delineators, type 2 (Gov. furnished) (for milepost 4.148 to 4.167) – This work includes installing the 6’ long Carsonite delineators along the roadway shoulder. See the details on the Plans, Sheet 24 for materials and installation requirements.

22. Item 63390, “AMERICAN RECOVERY AND REINVESTMENT ACT” sign – This work includes fabricating, furnishing, and installing the sign. The sign shall be installed by the Contractor 7 days prior to beginning any project work. See the Plans, Sheets 27 – 32 for Sign Details, Fabricating, and Installation Requirements.

The sign installation location shall be staked on the ground by the Contracting Officer as listed below:

Road #31 (Canyon Creek) – Milepost 0.066, on the right side of the road, approximately 350’ up from the

Junction of Highway 542.

Sheet 7 of 32

GENERAL NOTES (cont.)

23. Traffic Control & Signing – See the Supplemental Project Specifications for signing requirements and standard

Contractor furnished signs. For construction work to be done on all roads a Traffic Control Plan shall be submitted to the Forest Service Engineering Representative, for approval, 14 days prior to commencing project work. All traffic control and signing is an indirect cost to Item 15101, Mobilization.

Note: The following signs shall be installed on Road #31 at Milepost 0.066, on the right side of the road approximately 300’ up from at the Junction with the State Highway 542 and at Milepost 7.50 (Canyon Creek Bride)

7 days prior to commencing work on the road. The signs shall meet the current MUTCD Standards, mounted on a

4”x 4” x 10’ post, and meet the following requirements: The 2 signs shall read:

ROAD CONSTRUCTION On a 48”x 36” panel

FOR 7.6 MILES AHEAD Orange reflectorized with

EXPECT UP TO 3” high black letters

60 MINUTE DELAYS

(Date) TO (Date)

Note: For Asphalt pavement placing work, the Contactor shall notify the Contracting Officer 10 calendar days in advance of when the allowed closures will take place.

The Contractor shall be allowed to close the road to public travel daily from 8:00 AM to 12:00 Noon, followed by an open period from Noon to 1:00 PM, then close the road from 1:00 PM to 5:00 PM.

The following sign shall be installed 350’ in on Road #31 at Milepost 0.066, on the right side of the road approximately 350’ up from the Junction of Highway 542 and at Milepost 7.50 (Canyon Creek Bride) 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 2 signs shall read:

ROAD TO BE CLOSED On a 48”x 36” panel

FOR CONSTRUCTION Orange reflectorized with

8:00 AM TO NOON 3” high black letters

1:00 PM TO 5:00 PM

(Date) TO (Date)

24. Timing of Instream Work – All culvert installation and stream 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).

The Contractor shall have a copy of the applicable section of the MOU document in the Contract Documents readily available on the jobsite for reviewing at all times.

25. Dewatering – All culvert installation and stream work shall be done in the dry or in isolation from stream flow by the installation of a bypass culvert or by pumping the stream flow around the work area.

The temporary bypass system shall be of sufficient size to pass all flows for the duration of the installation.

Prior to releasing the culvert water flow each work site, all bank protection and/or riprap armoring shall be completed.

SHEET

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

0+00 0.000 BEGIN PROJECT, Canyon Creek Road #31, at the junction with State

Highway Route 542 (Milepost 35.5 on Hwy. 542).

Begin roadside brushing [MP 0.00 to 7.56]. See Details Sheet 21. 23050 Mile 7.56

Begin Road Reconditioning, cleaning, shaping ditches and cuvert inlets/outlets. 30304 Mile 7.56

See General Notes,Sheet 5 and Details Sheet 21.

Begin Road Reconditioning, cleaning and sweeping edges of existing pavement. 30326 Mile 7.56

[MP 0.00 to 7.56]. See General Notes Sheet 5 and Details Sheet 21.

Begin Crack Cleaning and Sealing [MP 0.00 to 7.56]. See General Notes 41411 L.S. 1

Sheet 6 and Specifications.

3+00 0.057 Place Asphalt Skin Patch over small depression (3' x 5') 43007 Ton 0.20

3+50 0.066 Install "American Recovery And Reinvestment Act" Sign (includes posts) 63390 Each 1

8+90 0.169 Existing twin 36" dia. Culverts

Clean inlets and outlets (Indirect cost to Item 30404)

11+20 0.212 Existing 18" dia. culvert

Clean inlet (Indirect cost to Item 30404)

12+30 0.233 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 27.00

To To Average wedge = 6' wide, 3.0" to 0" depth, 480' long

17+10 0.324

17+50 to 19+00, Existing Ecoloy Block Retaining Wall on right for ravel.

18+20 0.345 18+20, Remove existing damaged concrete ecology block in bank ravel 20301B Each 1 retaining wall. Install new matching ecology block. 60104 Each 1

18+85 0.359 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 3.00

To To Average wedge = 5' wide, 3.0" to 0" depth, 65' long

19+50 0.369

19+80 0.375 Existing 18" dia. Culvert with 20' downpipe.

Clean inlet (Indirect cost to Item 30404)

19+50 0.376 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 11.0

To To Average wedge = 6' wide, 3.0" to 0" depth, 195' long

21+45 0.406

*Equa. Station * 22+70 Back = 24+80 Ahead

24+80 0.470 Existing 18" dia. Culvert with 20' downpipe.

Clean inlet (Indirect cost to Item 30404)

24+80 0.470 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 4.40

To To Average wedge = 5' wide, 4.0" to 0" depth, 70' long

25+50 0.483

26+50 to 29+15, Existing Ecoloy Block Retaining Wall on right for ravel.

Remove 30 CY of bank ravel to clean out behind blocks 20415 C.Y. 30

29+40 to 29+90, Existing Ecoloy Block Retaining Wall on right for ravel.

Remove 10 CY of bank ravel to clean out behind blocks 20415 C.Y. 10

30+50 0.578 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 2.50

To To Average wedge = 4' wide, 2.0" to 0" depth, 50' long

31+00 0.587

ARRA - ROAD 31 REPAIRS

LOCATION AND DESCRIPTION OF WORK

WORK DESCRIPTION

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

33+00 to 34+50, Existing Ecoloy Block Retaining Wall on right for ravel.

Remove 30 CY of bank ravel to clean out behind blocks 20415 C.Y. 30

33+40, Remove existing damaged concrete ecology block in bank ravel 20301B Each 1 retaining wall. Install new matching ecology block. 60104 Each 1

34+30 to 34+50, Re-stack existing 6 ecology blocks disturbed by ravel.

(Re-stacking blocks shall be accomplished with Equipment Rental)

33+50 0.634 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 15.20

To To Average wedge = 6' wide, 3.0" to 0" depth, 270' long

36+20 0.686

37+45 0.709 Place Asphalt Skin Patch over depression (4' x 8') 43007 Ton 0.40

37+50 0.710 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 4.00

To To Average wedge = 5' wide, 3.0" to 0" depth, 85' long

38+35 0.726

39+00 0.710 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 20.20

To To Average wedge = 6' wide, 3.0" to 0" depth, 360' long

42+60 0.807

41+10 0.778 Existing 18" dia. Culvert with 20' downpipe.

Clean inlet (Indirect cost to Item 30404)

44+70 0.847 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 2.50

To To Average wedge = 5' wide, 2.0" to 0" depth, 80' long

45+50 0.862

45+90 0.869 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 4.70

To To Average wedge = 5' wide, 2.0" to 0" depth, 150' long

47+40 0.898

48+70 0.922 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

50+60 0.958 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

52+80 1.000 1 Mile Post

56+95 0.869 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 1.10

To To Average wedge = 5' wide, 2.0" to 0" depth, 35' long

57+30 0.898

62+70 1.188 Existing 24" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

71+00 1.345 Place Asphalt Full Depth Patch to add 2' onto left inside of roadway for 43004 Ton 2.60

To To additional curve widening. Average = 2' wide, 3.0" depth, 70' long

71+70 1.358 Excavate and remove 4 CY of existing shoulder material. 20415 C.Y. 4

Place and Compact 3" depth of Crushed Aggegate for base coarse. 32201 Ton 3.50

75+00 1.420 Place Asphalt Skin Patch full width of roadway to level up depression. 43007 Ton 3.50

To To Average = 14' wide, 2.0" depth, 20' long

75+20 1.424

ARRA - ROAD 31 REPAIRS

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

75+50 1.430 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 2.00

To To Average wedge = 4' wide, 3" to 0" depth, 40' long

75+90 1.438

75+90 1.438 Existing 36" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

79+00 1.496 Spur Road Left

82+10 1.555 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 7.20

To To Average wedge = 7' wide, 3.0" to 0" depth, 110' long

83+20 1.576

87+15 1.651 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

89+90 1.703 Existing 18" dia. Culvert with 20' downpipe.

Clean inlet & outlet (Indirect cost to Item 30404)

90+80 1.720 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 1.40

To To Average wedge = 5' wide, 3.0" to 0" depth, 30' long

91+10 1.725

91+50 1.733 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 1.90

To To Average wedge = 6' wide, 2" to 0" depth, 50' long

92+00 1.742

92+10 1.744 Existing 12" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

92+70 1.756 Existing Ecology Bock Retaining Wall on left fillslope, 80' long.

94+00 1.780 Spur Road Left

95+00 1.799 Old Spur Road Right

95+50 1.809 Existing 24" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

98+30 1.862 Existing 36" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

102+50 1.941 Spur Road Left

104+95 1.988 Existing 12" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

105+60 2.000 2 Mile (Marker is missing)

108+80 2.051 Existing 12" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

109+80 2.080 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 1.90

To To Average wedge = 5' wide, 2" to 0" depth, 60' long

110+40 2.091

ARRA - ROAD 31 REPAIRS

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

112+90 2.138 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 4.60

To To Average wedge = 7' wide, 3.0" to 0" depth, 70' long

113+60 2.152

113+10 1.438 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

118+65 2.247 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 0.80

To To Average wedge = 5' wide, 2.0" to 0" depth, 25' long

118+90 2.252

120+30 2.278 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

126+30 2.392 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

127+00 2.405 Spur Road Right. Road #3120, West Church.

127+50 2.415 Existing 24" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

128+30 2.430 Existing 12" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

135+00 2.557 Existing 24" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

139+15 2.635 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

153+25 2.902 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

155+80 2.951 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

158+40 3.000 3 Mile Marker

159+80 3.027 Existing 30" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

161+60 3.061 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 2.30

To To Average wedge = 6' wide, 2.0" to 0" depth, 60' long

162+20 3.072

161+50 3.056 Existing 36" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404)

162+00 3.085 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

163+65 3.099 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

165+15 3.128 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

WORK DESCRIPTION

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

168+20 3.186 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

167+40 3.208 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

171+80 3.254 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

172+80 3.273 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

176+00 3.333 State DNR Logging Road Right. Existing 18" dia. Culvert across intersection. Clean inlet & outlet (Indirect cost to Item 30404)

177+80 3.367 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

179+80 3.396 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

180+30 3.415 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

185+35 3.510 Existing 18" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404)

189+30 3.585 Existing 24" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

199+70 3.782 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 1.50

To To Average wedge = 4' wide, 2.0" to 0" depth, 30' long

200+10 3.790

209+80 3.973 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 5.60

To To Average wedge = 5' wide, 3.0" to 0" depth, 120' long

211+00 3.996

210+70 3.991 4 Mile Marker

212+10 4.017 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

212+50 4.025 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 1.60

To To Average wedge = 5' wide, 2.0" to 0" depth, 50' long

213+00 4.034

217+70 4.123 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

219+00 4.148 See Details Sheet 25. Widen the road around curve 3' as shown.

To To Excavate cutbank and fillslope material as staked by the Contracting 20415 C.Y. 190

220+10 4.169 Officer.

Install Class 7 Riprap on fillslope. 25102B Ton 65.00

Install Ecology Blocks on fillslope and along cutbank. 60104 Each 33

Install Hogwire Revet Mattress's ( 4' wide, 4 gage) 25307 S.Y. 28

Place 3" of Crushed Aggregate base coarse. 32201 Ton 5.00

Place 3" Asphalt Full Depth Patch to add 3' onto left inside of roadway. 43004 Ton 5.00

Install 6' long Delineators on left shoulder,18' spacing, (Gov. Furnished) 63307 Each 6

WORK DESCRIPTION

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

220+90 4.184 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

224+30 4.248 Slumping left side of roadway and pavemant failure for 65'.

To To Remove all existing asphalt. 20303 S.Y. 100

224+95 4.260 Station 224+70, Install 18" x 36' Polyethylene Pipe, skew 90°, -5% grade. 60275A Foot 36

Place Beding Material for culvert. 20950 Ton 6.00

Install 18" x 20' Corragated Polyethylene Outlet Pipe. 60274A Foot 20

Install 1 set of Anchors for Outlet Pipe. 60273 Each 1.00

Install Elbow for Oulet Pipe 60209 Each 1.00

Install Class 4 Riprap for headwall on culvert inlet 25102A Ton 1.50

Place and Compact 3" depth of Crushed Aggegate for base coarse. 32201 Ton 15.00

Place Asphalt Full Depth Patch on full width of roadway, 3" deep, 14' wide. 43004 Ton 17.00

225+35 4.268 Existing 24" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404).

225+75 4.276 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 2.30

To To Average wedge = 6' wide, 3.0" to 0" depth, 40' long

226+15 4.283

226+45 4.289 Existing 18" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404).

226+45 4.289 Slumping left side of roadway and pavemant failure for 50'.

To To Remove all existing asphalt. 20303 S.Y. 78

226+95 4.298 Station 226+70, Install 18" x 34' Polyethylene Pipe, skew 90°, -5% grade. 60275A Foot 34

Place Beding Material for culvert. 20950 Ton 6.00

Install 18" x 20' Corragated Polyethylene Outlet Pipe. 60274A Foot 20

Install 1 set of Anchors for Outlet Pipe. 60273 Each 1.00

Install Elbow for Oulet Pipe 60209 Each 1.00

Install Class 4 Riprap for headwall on culvert inlet 25102A Ton 1.50

Place and Compact 3" depth of Crushed Aggegate for base coarse. 32201 Ton 12.00

Place Asphalt Full Depth Patch on full width of roadway, 3" deep, 14' wide. 43004 Ton 13.10

227+05 4.300 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 1.70

To To Average wedge = 6' wide, 3.0" to 0" depth, 30' long

227+45 4.308

227+45 4.038 Slumping left side of roadway and pavemant failure for 30'.

To To Remove all existing asphalt. 20303 S.Y. 47

227+75 4.313 Station 227+60, Install 18" x 34' Polyethylene Pipe, skew 90°, -5% grade. 60275A Foot 34

Place Beding Material for culvert. 20950 Ton 6.00

Install 18" x 20' Corragated Polyethylene Outlet Pipe. 60274A Foot 20

Install 1 set of Anchors for Outlet Pipe. 60273 Each 1.00

Install Elbow for Oulet Pipe 60209 Each 1.00

Install Class 4 Riprap for headwall on culvert inlet 25102A Ton 1.50

Place and Compact 3" depth of Crushed Aggegate for base coarse. 32201 Ton 7.20

Place Asphalt Full Depth Patch on full width of roadway, 3" deep, 14' wide. 43004 Ton 7.90

228+45 4.327 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 3.10

To To Average wedge = 6' wide, 3.0" to 0" depth, 55' long

229+00 4.337

ARRA - ROAD 31 REPAIRS

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

233+60 4.424 Place Asphalt Skin Patch full width of roadway to level up depression. 43007 Ton 2.60

To To Average wedge = 14' wide, 2.0" depth, 15' long

233+75 4.427

234+20 4.436 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 1.40

To To Average wedge = 6' wide, 3.0" depth, 25' long

234+45 4.440

235+00 4.451 State DNR Logging Road Right. Existing 18" dia. Culvert across intersection. Clean inlet & outlet (Indirect cost to Item 30404)

236+20 4.473 Repair Pot Hole in center of roadway (6' long, 2' wide).

Remove all existing asphalt. 20303 S.Y. 2.00

Place and Compact 3" depth of Crushed Aggegate for base coarse. 32201 Ton 0.20

Place Asphalt Full Depth Patch. 43004 Ton 0.20

238+30 4.513 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 11.80

To To Average wedge = 10' wide, 4.0" to 0" depth, 95' long

239+25 4.531

239+75 4.541 Existing 18" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404).

244+00 4.621 State DNR Logging Road Right.

245+10 4.642 Existing 18" dia. Culvert in 10' deep fill.

Clean inlet & outlet (Indirect cost to Item 30404)

250+50 4.744 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 9.20

To To Average wedge = 7' wide, 3.0" to 0" depth, 140' long

251+90 4.771

251+85 4.770 Existing 18" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404).

255+00 4.830 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

259+00 4.905 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 6.60

To To Average wedge = 7' wide, 3.0" to 0" depth, 100' long

260+00 4.924

159+08 4.907 Existing 18" dia. Culvert with downpipe.

Cleanout buried inlet & catchbasin (Indirect cost to Item 30404).

260+65 4.937 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

262+85 4.978 Slumping left side of roadway and pavemant failure for 45'.

To To Remove all existing asphalt. 20303 S.Y. 70

263+30 4.987 Station 263+00, Install 18" x 34' Polyethylene Pipe, skew 90°, -5% grade. 60275A Foot 34

Place Beding Material for culvert. 20950 Ton 6.00

Install 18" x 20' Corragated Polyethylene Outlet Pipe. 60274A Foot 20

Install 1 set of Anchors for Outlet Pipe. 60273 Each 1.00

Install Elbow for Oulet Pipe 60209 Each 1.00

Install Class 4 Riprap for headwall on culvert inlet 25102A Ton 1.50

Place and Compact 3" depth of Crushed Aggegate for base coarse. 32201 Ton 10.00

Place Asphalt Full Depth Patch on full width of roadway, 3" deep, 14' wide. 43004 Ton 11.80

ARRA - ROAD 31 REPAIRS

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

263+50 4.991 5 Mile Marker

264+10 5.002 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

264+30 5.006 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 3.10

To To Average wedge = 5' wide, 2.0" to 0" depth, 100' long

265+30 5.025

266+00 5.038 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 2.80

To To Average wedge = 5' wide, 3.0" to 0" depth, 60' long

266+60 5.049

266+60 5.049 Existing 18" dia. Culvert with wood inlet crib and downpipe.

Clean inlet (Indirect cost to Item 30404).

271+50 5.142 Spur Road Left.

272+50 5.161 Entering National Forest Sign Post.

272+85 5.168 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

276+10 5.229 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

277+85 5.262 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 4.20

To To Average wedge = 6' wide, 3.0" to 0" depth, 75' long

278+60 5.277

278+20 5.269 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

280+20 5.307 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

281+90 5.339 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 2.30

To To Average wedge = 8' wide, 3.0" to 0" depth, 30' long

282+20 5.345

282+15 5.344 Existing 36" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

285+00 5.398 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

285+65 5.410 Existing 24" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

287+00 5.436 Snow-Parking Area on Left.

287+50 5.445 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

288+35 5.461 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 5.10

To To Average wedge = 6' wide, 3.0" to 0" depth, 90' long

289+25 5.478

289+00 5.473 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

ARRA - ROAD 31 REPAIRS

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

291+90 5.528 Existing 24" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

294+10 5.570 Existing 36" dia. Culvert in 20' deep fill.

Hand clean all woody debris blocking inlet (Indirect cost to Item 30404)

296+00 5.606 Spur Road Right.

297+50 5.634 Beginning of gravel road descent across large land mass slump.

299+00 5.663 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

300+70 5.695 Existing 48" dia. Culvert in 15' deep fill.

Hand clean all woody debris blocking inlet (Indirect cost to Item 30404)

302+60 5.731 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

303+00 5.739 Place Asphalt Skin Patch to level up dip and bump in roadway. 43007 Ton 21.90

To To Average = 14' wide, 0" to 5" depth, 100' long

304+00 5.758

308+00 5.833 Place Asphalt Skin Patch to level up dip and bump in roadway. 43007 Ton 19.70

To To Average = 14' wide, 0" to 5" depth, 90' long

308+90 5.850

311+30 5.896 Existing 24" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

312+75 5.923 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

313+50 5.938 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

314+00 5.947 End of gravel road ascent across large land mass slump.

314+50 5.956 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

315+15 5.969 Existing 36" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

315+60 5.977 6 Mile Marker

317+25 6.009 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

319+15 6.045 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

319+15 6.045 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 1.20

To To Average wedge = 5' wide, 2.5" to 0" depth, 30' long

319+45 6.050

ARRA - ROAD 31 REPAIRS

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

319+70 6.045 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 6.60

To To Average wedge = 7' wide, 3.0" to 0" depth, 100' long

320+70 6.050

319+90 6.059 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

324+35 6.143 Existing 24" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404)

325+20 6.159 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

325+40 6.163 Place Asphalt Skin Patch to level up dip and bump in roadway. 43007 Ton 3.80

To To Average = 20' wide, 0" to 4" depth, 15' long

325+55 6.166

326+00 6.174 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 2.80

To To Average wedge = 6' wide, 2.5" to 0" depth, 30' long

326+30 6.180

326+90 6.191 Existing 18" dia. Culvert.

Clean inlet & outlet (Indirect cost to Item 30404)

327+50 6.203 Existing 48" dia. Culvert.

Hand clean all woody debris blocking inlet (Indirect cost to Item 30404)

328+70 6.225 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 3.00

To To Average wedge = 8' wide, 3.0" to 0" depth, 40' long

329+10 6.233

330+35 6.257 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 6.30

To To Average wedge = 8' wide, 2.5" to 0" depth, 100' long

331+35 6.276

332+35 6.295 Narrow Roadway. Widen left edge of road for 50' with 2' wide deep patch.

To To Excavate and remove 4 CY of existing shoulder material. 20415 C.Y. 5

332+85 6.304 Place and Compact 3" depth of Crushed Aggegate for base coarse. 32201 Ton 5.00

Place deep patch 2' wide, 3" depth, 50' long 43004 Ton 1.90

332+85 6.304 Place Asphalt Skin Patch to level up dip and bump in roadway. 43007 Ton 3.30

To To Average = 14' wide, 0" to 3" depth, 25' long

333+10 6.309

333+10 6.309 Existing 36" dia. Culvert.

Hand clean all woody debris blocking inlet (Indirect cost to Item 30404)

334+00 6.326 Existing 18" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404)

334+90 6.343 Existing 24" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404)

ARRA - ROAD 31 REPAIRS

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

334+90 6.344 Slumping left roadway and pavemant failure for 20' (due by culvert failure).

To To Remove all existing asphalt. 20303 S.Y. 31

335+10 6.347 Sta. 335+00, Remove Existing 24" Culvert with 20' downpipe. 20301A Each 1

Install 24" x 34' Polyethylene Pipe, skew 90°, -5% grade. 60275B Foot 34

Place Beding Material for culvert. 20950 Ton 8.00

Install 24" x 20' Corragated Polyethylene Outlet Pipe. 60274B Foot 20

Install 1 set of Anchors for Outlet Pipe. 60273 Each 1.00

Install Elbow for Oulet Pipe 60209 Each 1.00

Install Class 4 Riprap for headwall on culvert inlet 25102A Ton 2.00

Place and Compact 3" depth of Crushed Aggegate for base coarse. 32201 Ton 4.20

Place Asphalt Full Depth Patch on full width of roadway, 3" deep, 12' wide. 43004 Ton 4.50

335+10 6.347 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 4.50

To To Average wedge = 6' wide, 0" to 6" depth, 40' long

335+50 6.354

340+35 6.446 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 16.80

To To Average wedge = 5' wide, 0" to2.5" depth, 215' long

342+50 6.487

341+30 6.464 Existing 18" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404)

343+00 6.496 Existing 18" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404)

344+42 6.523 Existing 18" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404)

345+77 6.549 Existing 18" dia. Culvert with wood inlet crib and downpipe.

Clean inlet (Indirect cost to Item 30404)

348+00 6.591 Existing 18" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404)

348+83 6.607 Existing 18" dia. Culvert with downpipe.

Clean inlet (Indirect cost to Item 30404)

351+30 6.653 Slumping left roadway and pavemant failure for 50' (due to ditch water).

To To Remove all existing asphalt. 20303 S.Y. 78

351+80 6.663 Sta. 351+65, Install 24" x 36' Polyethylene Pipe, skew 90°, -5% grade. 60275B Foot 36

Place Beding Material for culvert. 20950 Ton 8.00

Install 24" x 20' Corragated Polyethylene Outlet Pipe. 60274B Foot 20

Install 1 set of Anchors for Outlet Pipe. 60273 Each 1.00

Install Elbow for Oulet Pipe 60209 Each 1.00

Install Class 4 Riprap for headwall on culvert inlet 25101A Ton 2.00

Place and Compact 3" depth of Crushed Aggegate for base coarse. 32201 Ton 10.00

Place Asphalt Full Depth Patch on full width of roadway, 3" deep, 13' wide. 43004 Ton 12.20

352+90 6.684 Existing 18" dia. Culvert.

Clean inlet and outlet (Indirect cost to Item 30404)

354+40 6.712 Existing 60" dia. Culvert.

Hand clean all woody debris blocking inlet (Indirect cost to Item 30404)

355+00 6.723 Place Asphalt Skin Patch to repair Pot Hole (2' x 2'). 43007 Ton 0.10

ARRA - ROAD 31 REPAIRS

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

355+40 6.731 Place Asphalt Skin Patch to level up depression on left side of roadway. 43007 Ton 1.20

To To Average = 3' wide, 0" to 2.5" depth, 25' long

355+65 6.736

356+55 6.753 Place Asphalt Skin Patch to level up left side of roadway. 43007 Ton 2.10

To To Average wedge = 6' wide, 0" to2.5" depth, 45' long

357+00 6.761

356+75 6.757 Existing 18" dia. Culvert.

Clean inlet and outlet (Indirect cost to Item 30404)

357+90 6.778 Place Asphalt Skin Patch to level up left edge of roadway. 43007 Ton 0.30

To To Average wedge = 3' wide, 0" to2.5" depth, 10' long

358+00 6.780

360+00 6.818 Junction with Road #3130 (Kidney Creek) Right.

365+15 6.916 Existing 18" dia. Culvert.

Clean inlet and outlet (Indirect cost to Item 30404)

365+60 6.924 Construct Asphalt Paved Turnout Left as staked by the Contracting

To To Officer. 100' long at 8' width, 30' long transition tapers on each end.

367+20 6.955 Excavate and remove 4 CY of existing shoulder material. 20415 C.Y. 12

Place and Compact 3" depth of Crushed Aggegate for base coarse. 32201 Ton 14.00

Place asphalt deep patch in turnout area. 43004 Ton 19.50

368+11 6.972 Existing 18" dia. Culvert.

Clean inlet and outlet (Indirect cost to Item 30404)

369+60 7.000 7 Mile Marker

371+56 7.037 Existing 18" dia. Culvert.

Clean inlet and outlet (Indirect cost to Item 30404)

373+65 7.077 Existing 18" dia. Culvert.

Clean inlet and outlet (Indirect cost to Item 30404)

376+60 7.133 Existing 18" dia. Culvert.

Clean inlet and outlet (Indirect cost to Item 30404)

378+00 7.159 Existing 18" dia. Culvert.

Clean inlet and outlet (Indirect cost to Item 30404)

379+55 7.188 Existing 24" dia. Culvert.

Clean inlet and outlet (Indirect cost to Item 30404)

385+15 7.295 Kidney Creek Bridge.

To To Install Type 3 Object Markers on end corners of bridge (includes posts) 63306 Each 4

386+15 7.313 Remove all existing asphalt. 18' wide x 6' long at far side bridge end. 20303 S.Y. 12

Excavate and repair sinking far side approach roadway fill at end of the bridge. Excavate a trench 6' wide, 4' deep, and 20' wide across road. 20415 C.Y. 16

Replace & compact fill with Class 4 Riprap mixed with suitable excavated 25102A Ton 12.00 material.

Place and Compact 3" depth of Crushed Aggegate for base coarse. 32201 Ton 1.50

Place asphalt deep patch at bridge appoach. 3" deep, 16' wide, 6' long 43004 Ton 1.80

ARRA - ROAD 31 REPAIRS

STATION MILE PAY PAY ESTIMATED

(FEET) POST ITEM UNIT QUANTITY

386+65 7.323 Place Asphalt Skin Patch to repair Pot Hole (6' x 8'). 43007 Ton 0.70

397+35 7.526 Canyon Creek Bridge.

To To Place asphalt skin patch to repair roadway settling at both ends of bridge. 43007 Ton 1.00

398+38 7.545

399+15 7.560 Junction of Road #3140 (Canyon Ridge) Left.

End Roadside Brushing.

End Road Reconditioning, cleaning, shaping ditches and cuvert inlets/outlets.

End Road Reconditioning, cleaning and sweeping edges of existing pavement.

End Crack Cleaning and Sealing.

End of Project.

0.000 0+00 Equipment Rental (for miscellaneous work needed, but not identified)

To To Excavator, minimum horse power 100, bucket 3/4 C.Y., and reach 20' 62201A Hour 12

7.560 399+15 Large dump truck (10-12 C.Y.) 62201B Hour 8

0.000 0+00 Project Mobilization 15101 L.S. 1

To To

7.560 399+15

ARRA - ROAD 31 REPAIRS

CULVERT LISTING SHEET

TOTAL

SHEETS

PROJECT NUMBER Road # 31 26 32

MT. BAKER - SNOQUALMIE NATIONAL FOREST, MT. BAKER RANGER DISTRICT

Design As Built Allowable Alternates Installation Details

Plastic Pipe

SIZE

Inches

CORRUGATION

Inches

224+70 36 18 3" x 1 3/4" 2 5% 90 o

1 1.5

20 18 3" x 1 3/4"

226+70 34 18 3" x 1 3/4" 2 5% 90 o

1 1.5

20 18 3" x 1 3/4"

227+60 34 18 3" x 1 3/4" 2 5% 90 o

1 1.5

20 18 3" x 1 3/4"

263+00 34 18 3" x 1 3/4" 2 5% 90 o

1 1.5

20 ` 18 3" x 1 3/4"

263+00 34 24 3" x 1 3/4" 2 5% 90 o

1 2

20 24 3" x 1 3/4"

351+65 36 24 3" x 1 3/4" 2 5% 90 o

1 2

20 24 3" x 1 3/4"

Total 18" culverts = 138 Foot Total 18" downpipes = 80 Foot

Total 24" culverts = 70 Foot Total 24" downpipes = 40 Foot

NOTES: Pay Items 602 shall meet the requirements of 706.08(b) Corrugated polyethylene pipe.

Install outlet pipe

Install outlet pipe

A n c h o rs s e t)

Install outlet pipe

Remove Existing Culvert & downpipe

Install outlet pipe

ARRA - Road 31 Repairs

Install outlet pipe

Install outlet pipe

STATION

ft

Remarks

All culvert inlets shall be bevel cut (indirect cost to work listed under Items 60275A & B.

O u tl e t a p ro n c la s s r ip ra p

(T o n

T Y

P E

G R

A D

E

S K

E W

H e a d w a ll/ d it c h d a m c la s s ri p ra p

T o n

STATION

ft

Sheet 27 of 32

ARRA SIGN DETAILS

ITEM 63390

4/2/2009

PROJECT FUNDING SOURCE SIGN ASSEMBLY

AMERICAN RECOVERY AND REINVESTMENT ACT

SIGN LAYOUT DETAILS for use on USFS

PROJECTS

PROJECT FUNDING SOURCE

SIGN

Mount sign on a 6” x 6” x 14’ Long Treated Post

Use two 7” long Galvanized vandal proof bolts, nuts, and washers Erect sign according to MUTCD Standards for Low Speed Roads at the location staked by the Contracting Officer

Sheet 28 of 32

ARRA SIGN DETAILS

ITEM 63390

4/2/2009

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

Sheet 29 of 32

ARRA SIGN DETAILS

4/2/2009

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 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)

Sheet 30 of 32

ARRA SIGN DETAILS

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)

Sheet 31 of 32

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)

Sheet 32 of 32

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