Attach_02_Maps_and_Drawings_REV1.pdf

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Shoshone National Forest Roads IDIQ
Solicitation number
1282BH19R0005
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REPLACEMENT ATTACH Attach_02_Maps_and_Drawings_REV1

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1282BH19R0005_Amend_0002.pdf PDF
1282BH19R0005_Sol_Cont__Rev2_6_June_19.pdf PDF
Fillable_Schedule_Shoshone_Rds_IDIQ_Rev2.xlsx XLSX spreadsheet
1282BH19R0005_Solicitation_Revised.pdf PDF
AGENDA_Pre_Proposal_Conf_Shoshone_Post.pdf PDF
1282BH19R0005_Amend_0001.pdf PDF
1282BH19R0002_Solicitation_Revised.pdf PDF
1282BH19R0005_Revised_Attachments.zip ZIP file
1282BH19R0005_Solicitation.pdf PDF
1282BH19R0005_Attachments.zip ZIP file

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£¤20

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WYOMING

Meeteetse

Cody

Lander

Dubois

Yellowstone National Park

Legend Shoshone National Forest Interstate State Highway US Highway Park Road0 25 50 75 100Miles Ü

Shoshone National Forest Road IDIQ Project Location Map

INDEX TO SHEETS

SHEET

NUMBE

R

SUB SHEET DESCRIPTION

T1 TITLE SHEET

T2 CONSTRUCTION SIGNS

C1 CONSTRUCTION SURVEYING AND STAKING

C2 CONSTRUCTION SURVEYING AND STAKING

C3 EROSION CONTROL

6 C4

157 - SEDIMENT BASIN

204 & 301 - ROCK CROSSING

7 C5

204 - TYPICAL SECTIONS

204 & 212 - TURNOUTS

8 C6 212 - LINEAR GRADING TYPICAL SECTIONS

9 C7 204 & 212 - GRADE SAG AND ROLLING DIP

10 C8

204 & 212 - TYPE 1 AND 2 INTERSECTIONS,

T-TURNAROUND

11 C9

207 - GEOTEXTILE

230 - ROADSIDE BRUSHING LIMITS

12 C10

301 - TYPICAL SURFACING SECTIONS

303 - RECONDITIONING OF ROADBED

13 C11 602 - CULVERT INSTALLATION

14 C12 602 - CULVERT BEDDING AND CULVERT LISTING

15 C13

619 - CATTLEGUARD SINGLE POST WING AND

GENERAL LAYOUT

16 C14

619 - CATTLEGUARD BASE DETAILS AND BASE

ALTERNATIVES

17 C15

619 - CATTLEGUARD GRILL DETAILS

619 - WIRE FENCE E-Z LATCH

18 C16 619 - WIRE GATE AND WIRE FENCE

19 C17

619 - TYPE 1 GATE, ROAD CLOSURE GATE

20 C18

619 - TYPE 2 GATE, ROAD CLOSURE GATE

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

TITLE SHEET

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST T1

1 20

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

Construction Signs for Forest System Roads

1. All work shall be done in accordance with the Standard Specifications applicable to the Project and the "Manual on

Uniform Traffic Control Devices for all Classes of Streets and Highways" (MUTCD) published by the U.S.

Department of Transportation, Federal Highway Administration.

2. Contractor shall submit a Temporary Traffic Control (TTC) plan for review by the CO. Work on the Project shall not be started until all required signs are in place as agreed upon by the CO and the Contractor.

3. Where traffic is maintained through or over any part of the Project, the Contractor will be required to mark all hazards within the limits of the Project (including connecting roads) with well-maintained signs. Signs shall be moved, added to, changed or removed as required during the progress of construction and removed entirely when the Project is completed.

4. All signs shall be placed for best visibility and legibility, maintained in good condition and kept clean and free of dirt at all times. Contractor's vehicles and equipment must be parked so that signs and barricades are visible to approaching traffic at all times.

5. When it is known that signs will be needed at one location for long periods of time (ie. 3 to 4 weeks), a permanent sign support should be considered. The following factors, in addition to time periods, should be considered in making the decision of a permanent or temporary sign support: amount of logging traffic, vehicle speeds, motorized mixed use, sight distance, road conditions, road width, average daily traffic and local special events that could increase traffic volume.

All sign supports must be crashworthy as outlined in Part 6 of the MUTCD.

6. Information specific to the Sample Temporary Traffic Control Devices shown on this sheet:

The ROAD WORK, XX FEET, XX MILES, or AHEAD (W20-1) sign, which serves as a general warning of obstructions or restrictions, should be located in advance of the work space or any detour, on the roadnwhere the work is taking place. Where traffic can enter a TTC zone from a crossroad or a major (high-volume) driveway, an advance warning sign should be used on the crossroad or major driveway.

The ROAD MACHINERY AHEAD (W21-3) sign may be used to warn of machinery operating in or adjacent to the roadway.

The TRUCK CROSSING (W8-6) sign may be used to alert road users to locations where unexpected travel on the roadway or entries into or departures from the roadway by construction vehicles might occur. These locations might be relatively confined or might occur randomly over a segment of roadway.

The HEAVY TRUCK TRAFFIC (FW8-6a) Sign may be used to alert road users to locations where unexpected heavy truck traffic occurs in or adjacent to the roadway.

The END ROAD WORK Sign (G20-2) should be placed near the downstream end of the termination area, as determined by engineering judgment. The END ROAD WORK sign may be installed on the back of a warning sign facing the opposite direction of road users or on the back of a Type 3 Barricade.

The ROAD CLOSED Sign (R11-2) should be installed where roads have been closed to all traffic

(except authorized vehicles). The Road Closed sign shall be designed as horizontal rectangles. These signs shall be preceded by the applicable Advance Road Closed warning sign with the secondary legend AHEAD. ROAD CLOSED, XX FEET, XX MILES, or AHEAD (W20-3), page 590 is an advanced warning sign.

7. Reflective sheeting shall meet the retroreflectivity requirments in Part 2 of the MUTCD.

Hinged

Demountable

Rigid

Type lll Movable Barricades

R11-2

CLOSED

ROAD

G20-2

ROAD WORK

END

WORK

AHEAD

ROAD

W20-1 (36" x 36")

(black on orange) (black on white)

MACHINERY

AHEAD

ROAD

W21-3 (30" x 30")

CROSSING

TRUCK

W8-6 (30" x 30")

TRUCK

TRAFFIC

HEAVY

FW8-6a (30" x 30")

Sample Temporary Traffic Control Devices

(black on orange) (black on orange) (black on orange) (black on orange)

Note:

Other Temporary Traffic Control Devices are available as shown in Part 5 and 6 of the MUTCD.

(36" x 18") (48" x 30")

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

CONSTRUCTION SIGNS

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST T2

2 20

AutoCAD SHX Text As Required

AutoCAD SHX Text Frame

AutoCAD SHX Text 2" X 6"

AutoCAD SHX Text 2" X 8"

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

ROAD

AutoCAD SHX Text min.

AutoCAD SHX Text 5'

AutoCAD SHX Text 2" X 8"

AutoCAD SHX Text 2" X 6"

AutoCAD SHX Text 5'

AutoCAD SHX Text min.

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

ROAD

AutoCAD SHX Text max.

AutoCAD SHX Text min.

AutoCAD SHX Text added stability

AutoCAD SHX Text Sandbags for

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 5'

AutoCAD SHX Text and Brace

AutoCAD SHX Text 4" X 4" Posts

AutoCAD SHX Text 2" X 8"

AutoCAD SHX Text 4" X 6" Skids

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

1:1

C

Back of Slope Stake

Facing Centerline Front of Slope Stake

1:1

C

152-01

C

12' ROAD

-SIDE +SIDE

PERCENT

SLOPE

A B

-SIDE +SIDE

12' ROAD

-SIDE +SIDE

12' ROAD 14' ROAD

-SIDE +SIDE

14' ROAD

-SIDE +SIDE

A B

14' ROAD

-SIDE +SIDE

C

ROAD WIDTH

(-) FILL SLOPE

CUT SLOPE (+)

46 - 50

36 - 40

41 - 45

26 - 30

31 - 35

16 - 20

21 - 25

0 - 15

22.0

18.0

15.0

15.0 23.0

13.0

11.0

18.0

15.0

13.0

11.0

10.0

8.0

10.0

8.0

13.0

11.0

8.0

8.0

10.0

10.0

15.0 23.0

13.0

11.0

18.0

15.0

17.0 26.0

17.0

13.0

22.0

17.0

10.0

10.0

13.0

11.0

10.0

10.0

10.0

8.0

13.0

11.0

15.0

13.0

10.0

10.0

11.0

10.0

8.0 8.0 10.0 10.0 8.0 8.0 10.0

26.0

10.0

11.0

13.0

15.0

17.0

22.0

26.0

17.0

22.0

18.0

15.0

13.0

18.0

15.0

13.0

11.0

11.0

13.0

15.013.0

11.0

10.0

10.0

13.0

11.0

11.0

11.0

20.0

17.0

18.0

13.0

15.0

11.0

11.0

10.011.010.0 11.0 10.0

152-01

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

152 - CONSTRUCTION SURVEYING

AND STAKING

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C1

3 20

AutoCAD SHX Text or stakes as approved by the CO.

AutoCAD SHX Text (from stakeout notes)

AutoCAD SHX Text (from stakeout notes)

AutoCAD SHX Text or

AutoCAD SHX Text

4. Rolling Dips and Culvert locations shall be marked with blue flagging

AutoCAD SHX Text

3. Clearing limits shall be marked with yellow flagging or pink tags.

AutoCAD SHX Text

2. Stakes shall be painted or flagged in orange or red.

AutoCAD SHX Text

1. Minimum stake dimensions shall be 1" x 2" x 16" length.

AutoCAD SHX Text Section Number

AutoCAD SHX Text Station

AutoCAD SHX Text Offset Distance

AutoCAD SHX Text Slope Ratio - Horizontal to Vertical

AutoCAD SHX Text Horizontal Distance to Centerline

AutoCAD SHX Text (from stakeout notes)

AutoCAD SHX Text Vertical Cut or Fill

AutoCAD SHX Text F = Fill (from stakeout notes)

AutoCAD SHX Text C = Cut or

AutoCAD SHX Text FIELD GUIDE FOR STAKING CLEARING LIMITS IN CONJUNCTION WITH PAY ITEM 212 - LINEAR CONSTRUCTION

AutoCAD SHX Text

C. 2' FROM TOP OF CUT AND 2' MINIMUM FROM ROAD SHOULDER ON FILLS.

AutoCAD SHX Text

A. 2' MINIMUM FROM ROAD SHOULDER.

AutoCAD SHX Text

B. 4' MINIMUM FROM ROAD SHOULDER.

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1 :112:1

AutoCAD SHX Text Determine the location of the clearing limits by measuring the slope distances from the chart below. Mark the clearing limits with 4" x 4" orange or pink tags or orange or pink flagging, as approved by the CO. Mark stationing for each Rolling Dip, Grade Dip, Turnout, Gates, Culverts, and Curve Widening with blue flagging or stakes as approved by the CO..

AutoCAD SHX Text Additional Width Turnouts on R or L side: 10 ft. additional width shall be added to the chart distance. 10 ft. additional width shall be added to the chart distance. Turnouts both sides: 5 ft. additional width shall be added to each side of the chart 5 ft. additional width shall be added to each side of the chart distance. Curve widening: Add width to designated side.Add width to designated side.

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

152-01 152-01

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

152 - CONSTRUCTION SURVEYING

AND STAKING

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C2

4 20

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text In the placard shown above the horizontal distance from the slope stake card to the Center line of the road is 23

AutoCAD SHX Text Dimension

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text B/C

AutoCAD SHX Text A

AutoCAD SHX Text Catchpoint

AutoCAD SHX Text Horizontal Offset Distance from Catchpoint.................................................... Standard is 10' from Catchpoint.

AutoCAD SHX Text Road Width

AutoCAD SHX Text Station

AutoCAD SHX Text Cut or Fill / Horizontal Distance

AutoCAD SHX Text Cut or Fill Slope Ratio

AutoCAD SHX Text Catchpoint

AutoCAD SHX Text Card Placed Outside of Catchpoint

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C3

AutoCAD SHX Text 10'

AutoCAD SHX Text

12'RW

AutoCAD SHX Text 5+42

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 5+42

AutoCAD SHX Text

12'RW

AutoCAD SHX Text 10'

AutoCAD SHX Text C3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C3

AutoCAD SHX Text 10'

AutoCAD SHX Text

12'RW

AutoCAD SHX Text 5+42

AutoCAD SHX Text 1:1

AutoCAD SHX Text Format for Marking Slope Stake Cards

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text I/J

AutoCAD SHX Text Reference Point

AutoCAD SHX Text Culvert Size

AutoCAD SHX Text Format for Marking Reference Point to Culvert

AutoCAD SHX Text Dimension

AutoCAD SHX Text F

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text = 2' Min. - 4' Max.

AutoCAD SHX Text

AutoCAD SHX Text

RP CMP

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text Slope Stake Cards

AutoCAD SHX Text

RP CMP

AutoCAD SHX Text

1.5 : 1

AutoCAD SHX Text Bottom

AutoCAD SHX Text 4' Flat

AutoCAD SHX Text 2.5' Deep

AutoCAD SHX Text Ditch

AutoCAD SHX Text Ditch

AutoCAD SHX Text 2.5' Deep

AutoCAD SHX Text 4' Flat

AutoCAD SHX Text Bottom

AutoCAD SHX Text

1.5 : 1

AutoCAD SHX Text

1.5 : 1

AutoCAD SHX Text Bottom

AutoCAD SHX Text 4' Flat

AutoCAD SHX Text 2.5' Deep

AutoCAD SHX Text Ditch

AutoCAD SHX Text Ditch

AutoCAD SHX Text 2.5' Deep

AutoCAD SHX Text 4' Flat

AutoCAD SHX Text Bottom

AutoCAD SHX Text

1.5 : 1

AutoCAD SHX Text G

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CMP

AutoCAD SHX Text 18"x32'

AutoCAD SHX Text C4

AutoCAD SHX Text

RP

AutoCAD SHX Text Ditch

AutoCAD SHX Text 2.5' Deep

AutoCAD SHX Text 4' Flat

AutoCAD SHX Text Bottom

AutoCAD SHX Text

1.5 : 1

AutoCAD SHX Text Dimension

AutoCAD SHX Text Catchpoint

AutoCAD SHX Text Ditch Width

AutoCAD SHX Text Ditch Depth

AutoCAD SHX Text Cut or Fill / Horizontal Distance to Inlet or Outlet of Culvert.

AutoCAD SHX Text Ditch Slope Ratio

AutoCAD SHX Text Catchpoint

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Format for Marking Culvert Slope Stake Cards

AutoCAD SHX Text Clearing Limits and Catchpoint are equal.

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

SILT FENCE DETAIL

Perspective View

Elevation View

STRAW WATTLE DETAIL

157-01

157-01

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

157 - EROSION CONTROL

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C3

5 20

AutoCAD SHX Text Silt fence to be

AutoCAD SHX Text anchored 6" minimum.

AutoCAD SHX Text Steel or hardwood posts. 4' minimum

AutoCAD SHX Text length and diameter approved by the CO.

AutoCAD SHX Text Post spacing maximum 8'

AutoCAD SHX Text 2' min

AutoCAD SHX Text Direction of flow

AutoCAD SHX Text Backfill

AutoCAD SHX Text subsection 714.01(a).

AutoCAD SHX Text Type

AutoCAD SHX Text 18"

AutoCAD SHX Text minimum

AutoCAD SHX Text V-A,B or C

AutoCAD SHX Text 2' min

AutoCAD SHX Text 6" maximum

AutoCAD SHX Text Fabric shall conform to

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3' to 4' typical spacing

AutoCAD SHX Text Place roll ends tightly together.

AutoCAD SHX Text Slope

AutoCAD SHX Text Secure wattle with 18" - 1" x 1" stakes. Leave 2" exposed above the wattle.

AutoCAD SHX Text Excavate a 3" trench for wattle placement. Place and compact material on upslope side of wattle.

AutoCAD SHX Text Drive stake perpendicular to the slope.

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

Plan View

Section A-A

AA

ROCK CROSSING 204 & 301

SEDIMENT BASIN

157-02

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

157 - SEDIMENT BASIN

204 & 301 - ROCK CROSSING

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C4

6 20

AutoCAD SHX Text

* SEE DESCRIPTION OF WORK

AutoCAD SHX Text Dispose of excavated material as approved by the Engineer.

AutoCAD SHX Text

PROFILE VIEW

AutoCAD SHX Text Rock Size:

AutoCAD SHX Text Rock Source:

AutoCAD SHX Text Locations:

AutoCAD SHX Text Drainage Flow

AutoCAD SHX Text Road Bed

AutoCAD SHX Text See description of work

AutoCAD SHX Text

CROSS SECTION VIEW

AutoCAD SHX Text Excavated Width

AutoCAD SHX Text Grading O

AutoCAD SHX Text Commerical Source

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text ft

AutoCAD SHX Text ft

AutoCAD SHX Text 1-2* ft

AutoCAD SHX Text Final Road Grade

AutoCAD SHX Text *Varies

AutoCAD SHX Text Vertical Sag

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text Stream Bed

AutoCAD SHX Text Length

AutoCAD SHX Text Drainage

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Flow

AutoCAD SHX Text

EXCAVATED

AutoCAD SHX Text

CROSSING

AutoCAD SHX Text ft

AutoCAD SHX Text 1:1

AutoCAD SHX Text Slope

AutoCAD SHX Text Excavated

AutoCAD SHX Text Width

AutoCAD SHX Text 16 ft

AutoCAD SHX Text Width

AutoCAD SHX Text Road Bed

AutoCAD SHX Text 14 ft

AutoCAD SHX Text Stream

AutoCAD SHX Text Bed

AutoCAD SHX Text

* SEE DESCRIPTION OF WORK

AutoCAD SHX Text

ft. Min.

AutoCAD SHX Text

AutoCAD SHX Text Berm

AutoCAD SHX Text 10'

AutoCAD SHX Text 10'

AutoCAD SHX Text Grade Dip

AutoCAD SHX Text Fill Slope

AutoCAD SHX Text Road Bed

AutoCAD SHX Text 4 ft. Min.

AutoCAD SHX Text Outlet Ditch

AutoCAD SHX Text Blend to Fill Slope

AutoCAD SHX Text Blend to Fill Slope

AutoCAD SHX Text Toe of Fill

AutoCAD SHX Text

AutoCAD SHX Text

ft. Min.

AutoCAD SHX Text 2 ft.*

AutoCAD SHX Text

1. All cut and fill slopes shall be 2:1 or flatter. All cut and fill slopes shall be 2:1 or flatter. 2. All disturbed areas shall be seeded according to applicable specifications. All disturbed areas shall be seeded according to applicable specifications. 3. Clearing limits for catchment basin construction shall be approved by the CO prior to Clearing limits for catchment basin construction shall be approved by the CO prior to construction. 4. Suitable material from excavation shall be used to construct berms as shown or be Suitable material from excavation shall be used to construct berms as shown or be incorporated into the road bed. Unsuitable material shall be disposed of as approved by the CO.

AutoCAD SHX Text *Top of berm shall be a minimum of 18" lower than bottom of rolling dip.

AutoCAD SHX Text Road Bed

AutoCAD SHX Text Notes:

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

Section

TYPICAL SECTIONS 204-01

Section

A

B

TURNOUTS

Turnout Widening - Both Sides Plan View

Turnout Widening - One Side Plan View

204-01 & 212-01

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

204 - TYPICAL SECTIONS

204 & 212 - TURNOUTS

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C5

7 20

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text Road Bed

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text Road Bed

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 14*

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 14*

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Min.

AutoCAD SHX Text Min.

AutoCAD SHX Text Min.

AutoCAD SHX Text Min.

AutoCAD SHX Text

1. Construction Slash Treatment (203.05):

AutoCAD SHX Text

6. Road Bed width shown is without necessary widening for fill, sluff, curves, AutoCAD SHX Text and turnouts. Required widening is included in the design and quantity

AutoCAD SHX Text calculations and is shown on the description of work.

AutoCAD SHX Text

7. Oversize rock and unsuitable material shall be disposed of as approved

AutoCAD SHX Text

5. Cut Slope Horizontal:Vertical

AutoCAD SHX Text Fill Slope Horizontal:Vertical

AutoCAD SHX Text

4. Tolerance Class (Table 204-2):

AutoCAD SHX Text

3. Finishing Method (204.13):

AutoCAD SHX Text

2. Placement/Compaction Method (204.11):

AutoCAD SHX Text by the CO.

AutoCAD SHX Text

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2:1:1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

* Variable, see descriptions

AutoCAD SHX Text of work or staking notes.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

AutoCAD SHX Text

1. Construction Slash Treatment (203.05):

AutoCAD SHX Text

6. Road Bed width shown is without necessary widening for fill, sluff, curves, AutoCAD SHX Text and turnouts. Required widening is included in the design and quantity

AutoCAD SHX Text calculations and is shown on the description of work.

AutoCAD SHX Text

7. Oversize rock and unsuitable material shall be disposed of as approved

AutoCAD SHX Text

5. Cut Slope Horizontal:Vertical

AutoCAD SHX Text Fill Slope Horizontal:Vertical

AutoCAD SHX Text

4. Tolerance Class (Table 204-2):

AutoCAD SHX Text

3. Finishing Method (204.13):

AutoCAD SHX Text by the CO.

AutoCAD SHX Text

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2:1:1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

* Variable, see descriptions

AutoCAD SHX Text of work or staking notes.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text G

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text Tops & limbs - c or f; logs - c or f; stumps - c

AutoCAD SHX Text G

AutoCAD SHX Text D

AutoCAD SHX Text Tops & limbs - c or f; logs - c or f; stumps - c

AutoCAD SHX Text

2. Placement/Compaction Method (204.11):

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text Transition

AutoCAD SHX Text Transition

AutoCAD SHX Text Length Varies

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Length Varies

AutoCAD SHX Text Transition

AutoCAD SHX Text Transition

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Outslope

AutoCAD SHX Text Inslope

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

D-14Section

C-14Section

LINEAR GRADING TYPICAL SECTION

212-01

2D-14Section

LINEAR GRADING TYPICAL SECTION

212-01

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

212 - LINEAR GRADING

TYPICAL SECTIONS

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C6

8 20

AutoCAD SHX Text Limits

AutoCAD SHX Text Grubbing

AutoCAD SHX Text Limits

AutoCAD SHX Text Grubbing

AutoCAD SHX Text ft.

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Road Bed

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text Road Bed

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3 ft. ± 1 ft.

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text Limits

AutoCAD SHX Text Grubbing

AutoCAD SHX Text

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text Grubbing

AutoCAD SHX Text

AutoCAD SHX Text Limits

AutoCAD SHX Text Outslope

AutoCAD SHX Text %%U %%U

AutoCAD SHX Text

AutoCAD SHX Text %%U %%U

AutoCAD SHX Text

AutoCAD SHX Text Inslope

AutoCAD SHX Text 1.

AutoCAD SHX Text : 2:1 backslope

AutoCAD SHX Text Cut slopes

AutoCAD SHX Text : 2:1 Fill slopes

AutoCAD SHX Text Fill slopes

AutoCAD SHX Text descriptions of work.

AutoCAD SHX Text Required widening is included in the design and quantity calculations and is shown on the

AutoCAD SHX Text

2. Road Bed width shown is without necessary widening for fill, sluff, curves, and turnouts.

AutoCAD SHX Text

5. Decking Areas shall be approved by the CO.

AutoCAD SHX Text

4. Oversize rock and unsuitable material shall be disposed of as approved by the CO.

AutoCAD SHX Text

3. Construction Slash Treatment (203.05):

AutoCAD SHX Text Slash: Method F

AutoCAD SHX Text Stumps: Method F

AutoCAD SHX Text NOTE: *See descriptions of work for widths

AutoCAD SHX Text

6. Outslope or Inslope roads 4%%% +/-1%%% at locations approved by the CO or as shown on the

AutoCAD SHX Text descriptions of work

AutoCAD SHX Text ft.

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Road Bed

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6 ft. ± 1 ft.

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text Limits

AutoCAD SHX Text Grubbing

AutoCAD SHX Text

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text Grubbing

AutoCAD SHX Text

AutoCAD SHX Text Limits

AutoCAD SHX Text %%U %%U

AutoCAD SHX Text

AutoCAD SHX Text Inslope

AutoCAD SHX Text 1.

AutoCAD SHX Text : 2:1 backslope

AutoCAD SHX Text Cut slopes

AutoCAD SHX Text : 2:1 Fill slopes

AutoCAD SHX Text Fill slopes

AutoCAD SHX Text descriptions of work.

AutoCAD SHX Text Required widening is included in the design and quantity calculations and is shown on the

AutoCAD SHX Text

2. Road Bed width shown is without necessary widening for fill, sluff, curves, and turnouts.

AutoCAD SHX Text

5. Decking Areas shall be approved by the CO.

AutoCAD SHX Text

4. Oversize rock and unsuitable material shall be disposed of as approved by the CO.

AutoCAD SHX Text

3. Construction Slash Treatment (203.05):

AutoCAD SHX Text Slash: Method F

AutoCAD SHX Text Stumps: Method F

AutoCAD SHX Text NOTE: *See descriptions of work for widths

AutoCAD SHX Text

6. Outslope or Inslope roads 4%%% +/-1%%% at locations approved by the CO or as shown on the

AutoCAD SHX Text descriptions of work

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

PROFILE ROLLING DIP WITH PLATING

PERSPECTIVE VIEW

PLAN VIEW

PROFILE ROLLING DIP

ROLLING DIP

204-20 & 212-01204-01 & 212-01

GRADE SAG

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

204 & 212 - GRADE SAG

AND ROLLING DIP

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C7

9 20

AutoCAD SHX Text -4%

AutoCAD SHX Text

in. Depth

AutoCAD SHX Text ft.

AutoCAD SHX Text rolling dip shall be 6".

AutoCAD SHX Text Elevation drop across the

AutoCAD SHX Text Plating Material

AutoCAD SHX Text Crest of Rolling Dip

AutoCAD SHX Text 75'

AutoCAD SHX Text 90%%D

AutoCAD SHX Text Crest of Rolling Dip

AutoCAD SHX Text 90%%D

AutoCAD SHX Text Downgrade

AutoCAD SHX Text Bottom of Rolling Dip

AutoCAD SHX Text 75'

AutoCAD SHX Text Original Grade

AutoCAD SHX Text

3. Tolerance class through the rolling dip shall be Class C (Table 204-2).

AutoCAD SHX Text All necessary clearing will be treated in accordance with applicable specifications.

AutoCAD SHX Text Excavation from outlet ditching shall be wasted along the sides of the ditch.

AutoCAD SHX Text

2. Outlet drain ditches shall have cut slopes equal to or flatter than H1.5:V1.

AutoCAD SHX Text of the rolling dip.

AutoCAD SHX Text the rolling dip. Resume ditch construction 25' downgrade from the crest

AutoCAD SHX Text

1. When rolling dips are constructed in ditch sections the ditch shall drain across

AutoCAD SHX Text 35'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text 50'

AutoCAD SHX Text

STATION OR MILEPOST

AutoCAD SHX Text LOCATION (and CROSS-SECTION A-A)

AutoCAD SHX Text

PROFILE SUBGRADE

AutoCAD SHX Text

PROFILE

AutoCAD SHX Text

%%USTANDARD DETAIL FOR GRADE DIP

AutoCAD SHX Text

OUTSLOPE 3-5%

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

CUT

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

FILL

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

GRADE DIP

AutoCAD SHX Text

1) THE GRADE DIP INVERT SHALL BE SMOOTH AND

AutoCAD SHX Text

FREE DRAINING.

AutoCAD SHX Text

2) THE MINIMUM DIFFERENCE IN ELEVATION BETWEEN THE

AutoCAD SHX Text

SAG AND THE CREST OF THE DIP

AutoCAD SHX Text

IS 0.5 FEET.

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

* DRAWINGS NOT TO SCALE

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

A

A

Plan View

A

A

Section A-A

Type 2

Type 1

TYPE 1 AND 2 INTERSECTION

204-01 & 212-01

T-TURNAROUND

204-01 & 212-01

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

204 & 212 - TYPE 1 AND 2 INTERSECTION

AND T-TURNAROUND

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C8

10 20

AutoCAD SHX Text 0% to -5%

AutoCAD SHX Text Grade

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Minimum Radius

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Edge of Road Bed

AutoCAD SHX Text Minimum Radius

AutoCAD SHX Text Turnaround shall be constructed to reduce grades to the maximum shown

AutoCAD SHX Text 0% to 12%

AutoCAD SHX Text Road

AutoCAD SHX Text Grade

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Grade

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text 12' Minimum

AutoCAD SHX Text Minimum Radius

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Edge of Road Bed

AutoCAD SHX Text Minimum Radius

AutoCAD SHX Text in Section A-A unless otherwise noted in the description of work.

AutoCAD SHX Text Turnaround shall be constructed to reduce grades to the maximum shown

AutoCAD SHX Text 0% to 12%

AutoCAD SHX Text Road

AutoCAD SHX Text Grade

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text

AutoCAD SHX Text ft.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text ft.

AutoCAD SHX Text Edge of Road Bed

AutoCAD SHX Text Minimum Radius

AutoCAD SHX Text Minimum Radius

AutoCAD SHX Text Minimum Radius

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Edge of Road Bed

AutoCAD SHX Text 75%%D and less

AutoCAD SHX Text 75%%D - 90%%D

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text Minimum Radius

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

ROADSIDE BRUSHING LIMITS

230-01

Plan View

GEOTEXTILE

207-01

Cross Section View

Profile View

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

207 - GEOTEXTILE

230 - ROADSIDE BRUSHING LIMITS

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C9

11 20

AutoCAD SHX Text Brushing Limits

AutoCAD SHX Text Height=14'

AutoCAD SHX Text Roadbed

AutoCAD SHX Text Shoulders

AutoCAD SHX Text Fill Slope

AutoCAD SHX Text Backslope

AutoCAD SHX Text Brushing Limits

AutoCAD SHX Text Bottom of ditch

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text

1. Cut all brush and small trees (6 inches diameter, or less, at the point of cut) inside the brushing limits and outside the roadbed no higher than 4 inches above ground level (6 inches for machine brushing). If rocks or other obstructions are encountered, cut no higher than 6 inches above the obstruction. Limb live trees with a diameter larger than 6 inches to a height of 14 feet above the road surface.

AutoCAD SHX Text As shown on the Description of Work

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Base Course Source:

AutoCAD SHX Text Surface Course Source:

AutoCAD SHX Text Base Course Size:

AutoCAD SHX Text Traveled Way

AutoCAD SHX Text as approved by the CO.

AutoCAD SHX Text Dispose of unsuitable excavated material

AutoCAD SHX Text Transition

AutoCAD SHX Text Final Road Grade

AutoCAD SHX Text Geotextile Fabric

AutoCAD SHX Text Geotextile Fabric

AutoCAD SHX Text Excavated Width

AutoCAD SHX Text Traveled Way

AutoCAD SHX Text Width

AutoCAD SHX Text Surface Course Grading:

AutoCAD SHX Text Locations:

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Excavated

AutoCAD SHX Text Width

AutoCAD SHX Text ft.

AutoCAD SHX Text Surface

AutoCAD SHX Text Base

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text ft.

AutoCAD SHX Text

AutoCAD SHX Text ft.

AutoCAD SHX Text

AutoCAD SHX Text ft.

AutoCAD SHX Text Transition

AutoCAD SHX Text

AutoCAD SHX Text ft.

AutoCAD SHX Text

AutoCAD SHX Text ft.

AutoCAD SHX Text N/A

AutoCAD SHX Text in.

AutoCAD SHX Text

AutoCAD SHX Text in.

AutoCAD SHX Text

AutoCAD SHX Text

in. Excavated Depth

AutoCAD SHX Text

AutoCAD SHX Text ft.

AutoCAD SHX Text Commercial Source

AutoCAD SHX Text As specified on the Description of Work

AutoCAD SHX Text

* See Description of Work

AutoCAD SHX Text As specified on the Description of Work

AutoCAD SHX Text Geotextile:

AutoCAD SHX Text Commercial Source

AutoCAD SHX Text As specified on the Description of Work

AutoCAD SHX Text Note: Excavation, Base Course and Surface Course will be paid for under

AutoCAD SHX Text separate pay items.

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

Dispose of as approved by the Engineer.

Scatter debris outside of clearing limits.

Surface irregularities greater than 2 in.

Blade for 50 ft. each direction.

Cast over fill slope.

Section With Ditch

RECONDITIONING OF ROADBED

303-01

Section Without Ditch

301-01TYPICAL SURFACING SECTIONS

SECTION WITHOUT DITCH

SECTION WITH DITCH

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

301 - TYPICAL SURFACING SECTIONS

303 - RECONDITIONING OF ROADBED

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C10

12 20

AutoCAD SHX Text travelway widths, 12 ft. minimum.

AutoCAD SHX Text Required reconditioning includes necessary widening for fill, sluff, AutoCAD SHX Text Width varies, match existing

AutoCAD SHX Text curves, and turnouts.

AutoCAD SHX Text Clearing:

AutoCAD SHX Text Excess and Unsuitable Material: . .

AutoCAD SHX Text Intersecting Roads:

AutoCAD SHX Text Scarification:

AutoCAD SHX Text Rock Disposal:

AutoCAD SHX Text 1 ft. min.

AutoCAD SHX Text 3 ft. 1 ft.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

* NOTE:

AutoCAD SHX Text Recondition ft

AutoCAD SHX Text C

AutoCAD SHX Text Recondition ft

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text travelway widths, 12 ft. minimum.

AutoCAD SHX Text Width varies, match existing

AutoCAD SHX Text 4 ft. min.

AutoCAD SHX Text

* NOTE:

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text Variable

AutoCAD SHX Text Variable

AutoCAD SHX Text 4 ft. min.

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text 4 ft. min.

AutoCAD SHX Text L

AutoCAD SHX Text Clearing Limits

AutoCAD SHX Text

AutoCAD SHX Text 4 ft. min.

AutoCAD SHX Text graveled unless otherwise noted in the Description of Work.

AutoCAD SHX Text the design and quantity calculations. Curve widening and turnouts shall be

AutoCAD SHX Text curves, intersections and turnouts. Required widening has been included in

AutoCAD SHX Text Traveled way width shown is without necessary widening for fill, sluff, AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text ft.

AutoCAD SHX Text 14*

AutoCAD SHX Text 7*

AutoCAD SHX Text 7*

AutoCAD SHX Text 14*

AutoCAD SHX Text 8*

AutoCAD SHX Text 8*

AutoCAD SHX Text *Typical width shown. See descriptions of work for exact widths.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text Outslope

AutoCAD SHX Text Inslope

AutoCAD SHX Text Outslope

AutoCAD SHX Text Inslope

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

Typical Installation in Sidehill Section

Typical Installation in Fill Section

Typical Installation with Outlet Ditch

Typical Installation for Camber

Outlet Ditch Detail

Skew Number

Pipe Skew DiagramTypical Metal End Section

Typical Catch Basin Details

Profile along Ditch Plan

Cross Section

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

602 - CULVERT INSTALLATION

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C11

13 20

AutoCAD SHX Text Cut slope as staked

AutoCAD SHX Text Discharge onto

AutoCAD SHX Text natural ground

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1 ft. min.

AutoCAD SHX Text 1 1/2 X dia. or

AutoCAD SHX Text Invert

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text Outlet ditch grade

AutoCAD SHX Text Culvert after settlement

AutoCAD SHX Text Culvert after installation

AutoCAD SHX Text Camber

AutoCAD SHX Text culvert length

AutoCAD SHX Text Camber shall be on a curve

AutoCAD SHX Text with no point along the

AutoCAD SHX Text culvert being higher than

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text Install culverts on 2% minimum grade.

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 2:1

AutoCAD SHX Text 1 ft. min.

AutoCAD SHX Text

1.5 X dia. or

AutoCAD SHX Text

ft. min.

AutoCAD SHX Text 1 ft. min.

AutoCAD SHX Text as staked

AutoCAD SHX Text % of

AutoCAD SHX Text

AutoCAD SHX Text Discharge onto

AutoCAD SHX Text natural ground

AutoCAD SHX Text slope

AutoCAD SHX Text 2:1

AutoCAD SHX Text slope

AutoCAD SHX Text natural ground

AutoCAD SHX Text Discharge onto

AutoCAD SHX Text the invert at the inlet.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text along sides of ditch.

AutoCAD SHX Text Excavated material shall be wasted

AutoCAD SHX Text 1 1/2:1 min. slope

AutoCAD SHX Text Centerline

AutoCAD SHX Text 56%%d

AutoCAD SHX Text Shoulder

AutoCAD SHX Text Road Shoulder

AutoCAD SHX Text Ditch Grade

AutoCAD SHX Text 20' min.

AutoCAD SHX Text As Staked or

AutoCAD SHX Text Top

AutoCAD SHX Text 6"

AutoCAD SHX Text Subgrade

AutoCAD SHX Text 6" min.

AutoCAD SHX Text 2'

AutoCAD SHX Text As Staked or

AutoCAD SHX Text 5' min.

AutoCAD SHX Text Example

AutoCAD SHX Text L

AutoCAD SHX Text Skew is always from right of C

AutoCAD SHX Text Centerline of Road

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text band

AutoCAD SHX Text Standard coupling

AutoCAD SHX Text slope as required

AutoCAD SHX Text Finish earth

AutoCAD SHX Text Toe plate

AutoCAD SHX Text Variable Slope

AutoCAD SHX Text Reinforced Edge

AutoCAD SHX Text Road

AutoCAD SHX Text ditch.

AutoCAD SHX Text bottom of

AutoCAD SHX Text slope or

AutoCAD SHX Text Toe of fill

AutoCAD SHX Text Ditch blocks shall be constructed to divert flow from ditch lines into culverts.

AutoCAD SHX Text Ditch Block

AutoCAD SHX Text Ditch Bottom

AutoCAD SHX Text Normal Ditch Line

AutoCAD SHX Text Ditch Bottom

AutoCAD SHX Text Cut Slope

AutoCAD SHX Text Ditch Block

AutoCAD SHX Text 20' min.

AutoCAD SHX Text Ditch Block

AutoCAD SHX Text Road

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

Typical Backfill Detail

CULVERT BEDDING DETAILS

Yielding FoundationRock Foundation

Typical Bedding Detail

CULVERT LISTING

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

602 - CULVERT BEDDING

& CULVERT LISTING

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C12

14 20

AutoCAD SHX Text Bedding material

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 6" (loose depth) compacted layers

AutoCAD SHX Text D

AutoCAD SHX Text Bedding material

AutoCAD SHX Text 12" min.

AutoCAD SHX Text D

AutoCAD SHX Text Soft material

AutoCAD SHX Text 2'

AutoCAD SHX Text D

AutoCAD SHX Text Rock

AutoCAD SHX Text 12" min.

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text Bedding material

AutoCAD SHX Text D

AutoCAD SHX Text not less than 10% of D.

AutoCAD SHX Text Bedding material depth

AutoCAD SHX Text D

AutoCAD SHX Text Ground line

AutoCAD SHX Text Bedding material depth

AutoCAD SHX Text under pipe haunches

AutoCAD SHX Text not less than 10% of D.

AutoCAD SHX Text Designed

AutoCAD SHX Text As Built

AutoCAD SHX Text Thickness

AutoCAD SHX Text (in.)

AutoCAD SHX Text Notes

AutoCAD SHX Text R

AutoCAD SHX Text o

AutoCAD SHX Text a

AutoCAD SHX Text d

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text S

AutoCAD SHX Text t

AutoCAD SHX Text a

AutoCAD SHX Text t

AutoCAD SHX Text i

AutoCAD SHX Text o

AutoCAD SHX Text n

AutoCAD SHX Text L

AutoCAD SHX Text e

AutoCAD SHX Text n

AutoCAD SHX Text g

AutoCAD SHX Text t

AutoCAD SHX Text h

AutoCAD SHX Text ft.

AutoCAD SHX Text S

AutoCAD SHX Text i

AutoCAD SHX Text z

AutoCAD SHX Text e

AutoCAD SHX Text in.

AutoCAD SHX Text S

AutoCAD SHX Text t

AutoCAD SHX Text a

AutoCAD SHX Text t

AutoCAD SHX Text i

AutoCAD SHX Text o

AutoCAD SHX Text n

AutoCAD SHX Text L

AutoCAD SHX Text e

AutoCAD SHX Text n

AutoCAD SHX Text g

AutoCAD SHX Text t

AutoCAD SHX Text h

AutoCAD SHX Text ft.

AutoCAD SHX Text S

AutoCAD SHX Text i

AutoCAD SHX Text z

AutoCAD SHX Text e

AutoCAD SHX Text in.

AutoCAD SHX Text A

AutoCAD SHX Text l

AutoCAD SHX Text u

AutoCAD SHX Text m

AutoCAD SHX Text i

AutoCAD SHX Text n

AutoCAD SHX Text u

AutoCAD SHX Text m

AutoCAD SHX Text S

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text e

AutoCAD SHX Text l

AutoCAD SHX Text

FSR 223

AutoCAD SHX Text 62+19

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXAMPLE LISTING

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

Section A-A

AA

Plan

CATTLEGUARD GENERAL LAYOUT 619-07

SINGLE POST WING

C

C

A

A

Wing Plan and Detail

CATTLEGUARD GRILLE DETAILS

619-07

Section A-A

Section C-C

Hold down clamp

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

619 - CATTLEGUARD SINGLE POST WING

AND GENERAL LAYOUT

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C13

15 20

AutoCAD SHX Text Concrete Base

AutoCAD SHX Text Hold Down Clamp Each Corner

AutoCAD SHX Text C10 x 15.3

AutoCAD SHX Text C10 x 15.3

AutoCAD SHX Text NOT shown.

AutoCAD SHX Text Bulkhead required but

AutoCAD SHX Text Equal spaces, 24" center to center

AutoCAD SHX Text Base

AutoCAD SHX Text Grill

AutoCAD SHX Text Slope To Drain - Min. 2%

AutoCAD SHX Text Rail 3/16"

AutoCAD SHX Text Channel C8 x 11.5

AutoCAD SHX Text Beam W8 x 17

AutoCAD SHX Text Select Backfill

AutoCAD SHX Text Concrete Base

AutoCAD SHX Text Specified Width

AutoCAD SHX Text 42"

AutoCAD SHX Text

(MUTCD)

AutoCAD SHX Text Type 2

AutoCAD SHX Text

(MUTCD)

AutoCAD SHX Text Type 2

AutoCAD SHX Text Construct

AutoCAD SHX Text Standard

AutoCAD SHX Text Bracing for

AutoCAD SHX Text Corners &

AutoCAD SHX Text Gates

AutoCAD SHX Text Construct

AutoCAD SHX Text Standard

AutoCAD SHX Text Bracing for

AutoCAD SHX Text Corners &

AutoCAD SHX Text Gates

AutoCAD SHX Text Clamp

AutoCAD SHX Text Hold Down

AutoCAD SHX Text 48"

AutoCAD SHX Text 7" X 11'

AutoCAD SHX Text 7" diameter post

AutoCAD SHX Text Hold Down Clamp

AutoCAD SHX Text Type 2

AutoCAD SHX Text

(MUTCD)

AutoCAD SHX Text 3/4" X 14" bolt

AutoCAD SHX Text 12 equal spaces

AutoCAD SHX Text End Plate

AutoCAD SHX Text Foundations

AutoCAD SHX Text Cattleguard Grille

AutoCAD SHX Text 7'-9"

AutoCAD SHX Text This pattern is typical for both 8" X 1/4"

AutoCAD SHX Text Facing Plates at each Beam, Channel and Rail.

AutoCAD SHX Text Bulkhead

AutoCAD SHX Text Welds

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/8"

AutoCAD SHX Text 30"

AutoCAD SHX Text with AASHTO M 133, Pentachloraphenol

AutoCAD SHX Text Wood posts shall be treated in conformance

AutoCAD SHX Text Type A, 0.6 lb./ft .

AutoCAD SHX Text

AutoCAD SHX Text

13/16" DIA. HOLE

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text Provide four hold down clamps, 3/16" steel.

AutoCAD SHX Text Provide four nuts to attach to 3/4" anchor bolts.

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 1"

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text R

PREFAB BASE ALTERNATIVES

Detail of Connecting Type

Steel Placement Detail of

End Plate Detail of

619-07

BASE DETAILS 619-07

BASE END LOCKING CHANNEL

DETAIL OF STEEL PLACEMENT DETAIL OF END PLATE

BASE SIDE VIEW

LIFT EYE DETAIL BASE TOP VIEW

BASE END VIEW

Checked:

Design:

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

R2

Forest

Date:

Drawn:

Sheet Title: Sub Sheet:

Sheet

OF

Project No:

619 - CATTLEGUARD BASE DETAILS

AND BASE ALTERNATIVES

SHOSHONE ROAD IDIQ

TAGLIOLI

TAGLIOLI

2/22/2019

SHOSHONE

NATIONAL FOREST C14

16 20

AutoCAD SHX Text 10"

AutoCAD SHX Text with one lock washer.

AutoCAD SHX Text ASTM A 307 3/4" X 2" Bolt

AutoCAD SHX Text 6 Each Connection

AutoCAD SHX Text 14"

AutoCAD SHX Text #4 Rebar

AutoCAD SHX Text 5/16" Plate

AutoCAD SHX Text 14"

AutoCAD SHX Text 30"

AutoCAD SHX Text 5"

AutoCAD SHX Text 24"

AutoCAD SHX Text 2"

AutoCAD SHX Text 7"

AutoCAD SHX Text 3/4" dia. X 14" Anchor bolt typical.

AutoCAD SHX Text Extend 2" above top of concrete.

AutoCAD SHX Text 10"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text #4 Rebar

AutoCAD SHX Text 5/16" Plate

AutoCAD SHX Text 18"

AutoCAD SHX Text 30"

AutoCAD SHX Text 12"

AutoCAD SHX Text 24"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 13/16" dia. 6 Holes

AutoCAD SHX Text 6 Studs 3/4" dia. X 4"

AutoCAD SHX Text welded to each plate.

AutoCAD SHX Text 24"

AutoCAD SHX Text 2"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2.5"

AutoCAD SHX Text 4.5"

AutoCAD SHX Text 2"

AutoCAD SHX Text 24"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8'-5"

AutoCAD SHX Text 13/16" dia. 6 Holes

AutoCAD SHX Text 57"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2"

AutoCAD SHX Text 20"

AutoCAD SHX Text 20"

AutoCAD SHX Text 2"

AutoCAD SHX Text

C10X15.3 CHANNEL

AutoCAD SHX Text 10"

AutoCAD SHX Text #4 Rebar

AutoCAD SHX Text 18"

AutoCAD SHX Text 30"

AutoCAD SHX Text 24"

AutoCAD SHX Text 2"

AutoCAD SHX Text 5"

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 5/16" Plate

AutoCAD SHX Text 12"

AutoCAD SHX Text 24"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2 "12"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2.5"

AutoCAD SHX Text 4.5"

AutoCAD SHX Text 2"

AutoCAD SHX Text

3/4" DIA. X14"

AutoCAD SHX Text

ANCHOR BOLT

AutoCAD SHX Text

TYPICAL. EXTEND

AutoCAD SHX Text

2" ABOVE TOP OF

AutoCAD SHX Text

CONCRETE.

AutoCAD SHX Text

6 STUDS 3/4"

AutoCAD SHX Text

DIA. X 4".

AutoCAD SHX Text

WELDED TO

AutoCAD SHX Text

EACH PLATE

AutoCAD SHX Text

13/16" DIA.

AutoCAD SHX Text

6 HOLES

AutoCAD SHX Text 30"

AutoCAD SHX Text

BOLT

AutoCAD SHX Text

LIFTING

AutoCAD SHX Text

CUTOUT

AutoCAD SHX Text

END

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

LIFTING

AutoCAD SHX Text

EYES

AutoCAD SHX Text 5"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 3"

AutoCAD SHX Text 12"

AutoCAD SHX Text 2"

A…

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