1240LR24Q0074 Attachment 3 Drawings Fish Passage Culvert Supplies SWNF.pdf

PROJECT LOCATION

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVER SHEET 3/28/2024

2 ALUMINUM BOX CULVERT DETAILS

APPROVED BY:

FOREST ENGINEER DATE

(R04) INTERMOUNTAIN REGION

SAWTOOTH NATIONAL FOREST

CUSTER COUNTY & ELMORE COUNTY

IDAHO

ALUMINUM BOX CULVERT AND CONCRETE FOOTING MATERIAL SUPPLY

PREPARED BY:

CIVIL ENGINEER DATE

3/28/2024/s/: Braidy K. Richins

/s/: Shawn Robnett

VICINITY MAP (STANLEY CREEK)

STANLEY CREEK CULVERT

REPLACEMENT PROJECT

SITE

DIRECTIONS: THE DELIVERY LOCATION WILL BE THE STANLEY

CREEK AOP CULVERT REPLACEMENT PROJECT SITE. FROM THE

STANLEY RANGER STATION HEAD NORTH ON SH-75 AND TRAVEL 2.6

MILES; TURN LEFT ONTO SH-21 AND TRAVEL 5.0 MILES; TURN RIGHT

ONTO FOREST ROAD 653 AND TRAVEL 1.6 MILES; TURN RIGHT ONTO

KELLY CREEK ROAD AND TRAVEL 2.3 MILES TO DESTINATION.

3 CONCRETE FOOTING DETAILS

3/28/2024

3/28/2024

3/28/2024

VICINITY MAP (SHAKE CREEK)

STANLEY CREEK CULVERT

REPLACEMENT PROJECT

SITE

DIRECTIONS: THE DELIVERY LOCATION WILL BE THE SHAKE CREEK GUARD

STATION SITE. FROM THE FAIRFIELD RANGER STATION HEAD WEST ON US

HIGHWAY 20 W. AND TRAVEL 25 MILES; TURN RIGHT ONTO FOREST ROAD

61 AND TRAVEL 10.2 MILES; CONTINUE STRAIGHT ONTO WOOD CREEK

ROAD AND TRAVEL 7.9 MILES; TURN RIGHT ONTO N. PINE-FEATHERVILLE

ROAD / WOOD CREEK ROAD AND TRAVEL 10.5 MILES; CONTINUE STRAIGHT

ONTO E. BAUMGARTNER ROAD / S. BOISE RIVER ROAD / S. FORK BOISE

RIVER ROAD (FOREST ROAD 227) AND TRAVEL 5.5 MILES TO DESTINATION.

ASTM TYPE 3 RIB

2"

15/16"4 9 16"

5/16"

3/8"

11/16"

8"27'-0"

4'-6"

General Notes:

1. The proposed structure shall be an ALUMINUM BOX CULVERT with the following dimensions:

· Span: 15'-10" Rise: 3'-6"

· Haunch Gage Thickness: 0.15" Crown Gage Thickness: 0.125"

· Haunch Rib Type: 3 Crown Rib Type: 2

· Haunch Rib Spacing: 1'-6" Crown Rib Spacing: 0'-9"

2. Bolts for anchoring/fastening are not shown for clarity. Fasten all required box culvert system components together in accordance with the manufacturer's recommended installation requirements.

REINFORCING RIB

(TYPICAL)

ARCH

SECTION

(TYPICAL)

70.03°

R2'-61 2"

4"15'-10"

3'-6"

13.85°

R24'-91 2"

3 9 16"

2"

1/4"

1/2"

7/8"

8"

1/4"

ASTM TYPE 2 RIB

ASTM TYPE 3 RIB

2"

15/16"4 9 16"

5/16"

3/8"

11/16"

8"

27'-0" 4'-6"

General Notes:

1. The proposed structure shall be an ALUMINUM BOX CULVERT with the following dimensions:

· Span: 18'-2" Rise: 4'-7"

· Haunch Gage Thickness: 0.125" Crown Gage Thickness: 0.125"

· Haunch Rib Type: 3 Crown Rib Type: 3

· Haunch Rib Spacing: 2'-3" Crown Rib Spacing: 0'-9"

2. Bolts for anchoring/fastening are not shown for clarity. Fasten all required box culvert system components together in accordance with the manufacturer's recommended installation requirements.

ARCH

SECTION

(TYPICAL)

57.12°

R3'-138"

1'-47 8"

4'-7"

18'-2"

R21'-634"

REINFORCING RIB

(TYPICAL)

18.03°

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R04)

INTERMOUNTAIN REGION

ALUMINUM BOX

CULVERT &

CONCRETE

FOOTING MATERIAL

SUPPLY

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NRA &

FAIRFIELD RANGER DISTRICT

ALUMINUM BOX CULVERT

DETAILS

03/28/2024

B.RICHINS

B.RICHINS

S.ROBNETT

2 3

AutoCAD SHX Text

STANLEY CREEK ALUMINUM BOX CULVERT STRUCTURE

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%%USECTION A-A

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APPROXIMATE AREA = 46.8 SQ. FT.

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SHAKE CREEK ALUMINUM BOX CULVERT STRUCTURE

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APPROXIMATE AREA = 68.3 SQ. FT.

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General Notes:

1. Total precast concrete footing length for each side is 28'-0" which equates to a total of three equal-length footing sections per side that are 9'-4" long.

2. Precast concrete footings shall match the dimensions shown, have a slot on the top that will allow for proper fit of aluminum culvert arch base, have a minimum 28-day compressive strength of 4,500 psi, contain integrally-cast embedded steel plates (for connecting adjacent footing members), and be reinforced suitably to accommodate an HL-93 vehicle live loading as well as a maximum fill depth of 10-feet of soil/aggregate fill above the bottom of footing elevation, including aggregate roadway.

3. Submit shop drawings, design calculations, and concrete mix design per Section 552.03 for Forest Service review/approval prior to casting precast footings.

4. See specifications for additional requirements.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R04)

INTERMOUNTAIN REGION

ALUMINUM BOX

CULVERT &

CONCRETE

FOOTING MATERIAL

SUPPLY

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NRA &

FAIRFIELD RANGER DISTRICT

CONCRETE FOOTING

DETAILS

03/28/2024

B.RICHINS

B.RICHINS

S.ROBNETT

2 3

AutoCAD SHX Text 1" Chamfers (All Outside Corners)

AutoCAD SHX Text

TYPICAL FOOTING DETAIL

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CONCRETE FOOTING CONNECTION DETAIL

AutoCAD SHX Text Embedded steel weld plates at footing and stem wall mid points (typical both sides)

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PRECAST CONCRETE FOOTING DETAILS

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NOT TO SCALE

AutoCAD SHX Text 3/8" thick steel lap splice (field weld)

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