A6 J3 Drawings 127EAV26Q0010.pdf

SHEET NO.

SET NO.

PROJECT:

DATE:

SHEET INDEX

CONSTRUCTION PLANS

SHEET 1 TITLE

SHEET 2 SUMMARY OF QUANTITIES & GENERAL NOTES

SHEET 3 BRIDGE PLAN AND PROFILE VIEW

SHEET 4 TIMBER SILL ON GABION BASKET

SHEET 5 TIMBER SILL CONNECTION DETAIL AND

BEARING SHOE DETAIL

4/01/2025

KINNEY CREEK TRAIL

BRIDGE REPLACEMENT

N

KINNEY CREEK TRAIL BRIDGE

REPLACEMENT

BRIDGE NO. 221-1.5

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION FOUR

PAYETTE NATIONAL FOREST

COUNCIL RANGER DISTRICT

ADAMS COUNTY

AREA MAP

IDAHO INDEX MAP

PROJECT ENGINEER

PAYETTE NATIONAL FOREST

DATE

RECOMMENDED BY:

LOCATION MAP

APPROVED BY:

DESIGNED BY:

FOREST ENGINEER

PAYETTE NATIONAL FOREST

DATE

DISTRICT RANGER

PAYETTE NATIONAL FOREST

DATE

TO HELLS

CANYON

DAM

PROJECT LOCATION

TO OXBOW

DAM

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GENERAL NOTES:

SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR

CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND STANDARD SPECIFICATIONS FOR CONSTRUCTION OF

TRAILS AND TRAIL BRIDGES ON FEDERAL PROJECTS.

MATERIALS: USE STEEL SHAPES, PLATES AND BARS OF WEATHERING STEEL CONFORMING TO AASHTO M270, GRADE 50W (ASTM A588 OR ASTM A242)

OR ASTM A847 FOR SQUARE AND RECTANGULAR TUBING. MINIMUM STEEL THICKNESS SHALL BE AS SPECIFIED IN THE GUIDE SPECIFICATIONS FOR

DESIGN OF PEDESTRIAN BRIDGES. USE HIGH STRENGTH BOLTS CONFORMING TO AASHTO M164, (ASTM A325), TYPE 3, UNLESS NOTED OTHERWISE.

USE MALLEABLE IRON WASHERS AGAINST WOOD.

STEEL FABRICATION: THE PREFABRICATED STEEL BRIDGE SUPERSTRUCTURE SHALL BE FABRICATED BY AN AISC CERTIFIED PLANT - SIMPLE STEEL

BRIDGES OR COMPLEX STEEL STRUCTURES. WHEN STRUCTURAL STEEL IS TO BE WELDED, THE WELDING PROCEDURE SHALL BE IN ACCORDANCE

WITH AWS D1.1 & D1.5 AND SHALL BE SUITABLE FOR THE GRADE OF STEEL AND INTENDED USE OR SERVICE.

TIMBER & LUMBER: SOLID SAWN TIMBER MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF THE GRADING RULES AGENCY FOR

THE SPECIES, TYPE, AND GRADE SPECIFIED BELOW.

DECK PLANKS AND BACKING PLANKS

- COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.1 GRADE, GRADING RULES AGENCY - WWPA, WCLIB

RUNNING PLANKS AND RUB RAIL

- COASTAL REGION DOUGLAS FIR - LARCH ROUGH SAWN NO.2 GRADE, GRADING RULES AGENCY - WWPA, WCLIB

RAILS, HANDRAILS UNTREATED

- REDWOOD, S4S, NO.2 GRADE GRADING RULES AGENCY - RIS

- WESTERN RED CEDAR, S4S, SELECT STRUCTURAL GRADE GRADING RULES AGENCY - WWPA, WCLIB

RAILS, HANDRAILS TREATED

- HEM - FIR/DOUGLAS FIR, S4S, NO.1 GRADE GRADING RULES AGENCY - WWPA, WCLIB

DESIGN: THE SUPERSTUCTURE AND SUBSTRUCTURE DESIGN SHALL BE PERFORMED BY THE CONTRACTOR TO THE GEOMETRY SHOWN

ON THESE DRAWINGS AND SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE AASHTO LRFD GUIDE SPECIFICATION FOR

DESIGN OF PEDESTRIAN BRIDGES, CURRENT EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, AND THE DESIGN LOADS

SHOWN ON THESE DRAWINGS. PREFABRICATED STEEL SUPERSTRUCTURE DESIGN SHALL BE A TRUSS CONFIGURATION SIMILAR TO THAT SHOWN

ON THESE DRAWINGS. BRIDGE DESIGN SHALL PROVIDE CAMBER FOR 100% OF THE FULL DEAD LOAD DEFLECTION PLUS 1% OF BRIDGE SPAN. DESIGN

CALCULATIONS AND SHOP DRAWINGS SHALL BE STAMPED BY A LICENSED PROFESSIONAL ENGINEER. THE COMPLETED SHOP DRAWINGS AND

CALCULATIONS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

ERECTION/REMOVAL PLAN: THE CONTRACTOR SHALL SUBMIT AN ERECTION PLAN FOR THE PREFABRICATED STEEL BRIDGE SUPERSTRUCTURE AND A

REMOVAL PLAN OF THE EXISTING TIMBER/STEEL BRIDGE TO THE C.O. FOR APPROVAL 30 DAYS BEFORE ERECTION IS SCHEDULED.

TREATMENT: PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH THE CURRENT AMERICAN WOOD PROTECTION

ASSOCIATION (AWPA) SPECIFICATIONS USING THE TREATMENT MATERIALS LISTED BELOW. TREATMENT WILL COMPLY WITH THE

REQUIREMENTS OF THE CURRENT EDITION OF WESTERN WOOD PRESERVERS INSTITUTE (WWPI) "BEST MANAGEMENT PRACTICES

FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS". USE ONE OF THE TREATMENT TYPES SHOWN BELOW:

SUBSTRUCTURE, PILING, RETAINING WALLS AND CRIBBING - AWPA UC4C

- COPPER NAPHTHENATE IN HYDROCARBON SOLVENT A

- CCA

- ALTERNATE OIL-BASED PRODUCTS APPROVED BY COR

SUPERSTRUCTURE AND DECKING - AWPA UC4C

- COPPER NAPHTHENATE IN HYDROCARBON SOLVENT A

- ALTERNATE OIL-BASED PRODUCTS APPROVED BY COR

TIMBER WEARING SURFACE

- IF MECHANICAL LIFE < 10 YEARS, TREATMENT IS NOT REQUIRED

- IF MECHANICAL LIFE > 10 YEARS, TREATMENT IS REQUIRED

- IF TREATED - AWPA UC4A, EITHER OIL-BASED OR WATERBORNE TREATMENT OPTIONS AS BELOW.

RAILING POSTS AND RAIL BOARDS - AWPA UC4A

- COPPER NAPHTHENATE IN HYDROCARBON SOLVENT A

- ALTERNATE OIL-BASED PRODUCT APPROVED BY COR

- WATERBORNE TREATMENT SUCH AS ALKALINE COPPER QUAT (FORMULATION A, B, C, OR D), COPPER

AZOLES (FORMULATION B OR C), MICRONIZED COPPER AZOLES (FORMULATION C), OR EQUAL, APPROVED BY COR.

HARDWARE

- HARDWARE THROUGH OR INTO OIL-BASED TREATMENT SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123.

- HARDWARE THROUGH OR INTO WATERBORNE TREATMENT SHALL BE STAINLESS OR HOT-DIPPED GALVANIZED PER

ASTM F593 OR ASTM A123. WOOD SCREWS AND CONSTRUCTION LAGS SHALL MEET ICC AC 257.

ADDITIONAL NOTES

- MATERIALS IN CONTACT WITH MARINE OR BRACKISH WATER SHALL COMPLY WITH CHAPTER 5 OF AWPA BOOK OF

STANDARDS.

- TREATMENT LEVELS SHOWN ABOVE ARE MINIMUM. INCREASED LEVELS ARE ALLOWED, IF APPROVED BY COR.

- USE WATERBORNE TREATMENT (AWPA UC4A) FOR RAILING POSTS AND RAIL BOARDS IN AREAS OF HIGH

PEDESTRIAN USE OR TO REDUCE ODOR.

- INDUSTRIAL ABSORBENT (E.G. ECOSORB OR APPROVED EQUAL) MAY BE APPLIED TO OIL-BASED TREATED

TIMBER TO REDUCE ODOR.

- FIELD TREAT ALL CUTS, BORES, HOLES AND OTHER ALTERATIONS MADE AFTER INITIAL PRESSURE TREATMENT

PROCESS, WITH 3 BRUSH COATS OF COPPER NAPHTHENATE OR ACCORDING TO AWPA M4.

- SEE FPL GENERAL TECHNICAL REPORT NO. 275 FOR AVAILABILITY AND USES OF TREATED TIMBER ALTERNATIVES.

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OF

SHEET

CHECKED

DESIGNER

DATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

COUNCIL RANGER DISTRICT

PAYETTE NATIONAL FOREST

KINNEY CREEK TRAIL BRIDGE REPLACEMENT

INTERMOUNTAIN REGION

REGION 4 SUMMARY OF

QUANTITIES &

GENERAL NOTES

4/01/2025

S. THOMAS-FOX

B. DREIER

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SCHEDULE OF ITEMS

APPROX. EL

2308.0'

Q2 EL 2311.0'

Q100 EL 2312.0'

BOTTOM OF GABION

ELEVATION @ A-1 = 2317.0'

CONSTRUCT NEW

NATIVE APPROACHES

FROM NATIVE MATERIAL

MAX GRADE 6%

(TYP. BOTH SIDES)

40'-0" PREFABRICATED STEEL TRUSS

NOTES:

1. CONTRACTOR SHALL SUBMIT AN ERECTION/REMOVAL PLAN FOR TRANSPORTING EQUIPMENT

AND MATERIALS, ERECTING NEW BRIDGE, AND REMOVING EXISTING BRIDGE, FOR REVIEW AND

APPROVAL BY THE CO 30 DAYS PRIOR TO CONSTRUCTION. HELICOPTER SHALL BE USED FOR

TRANSPORT, INSTALLATION AND REMOVAL WORK. BRIDGE ERECTION/REMOVAL PLAN SHALL

CLEARLY SPECIFY NUMBER OF FLIGHTS AND FLIGHT DAYS.

2. NON NATIVE COMPONENTS OF THE EXISTING BRIDGE SHALL BE REMOVED FROM THE PAYETTE

N.F. AND DISPOSED.

BOTTOM OF GABION

ELEVATION @ A-2 = 2317.0'

GABION @ A-1

BOTTOM OF GABION ELEV.

2317.00'

POINT TABLE

NO. COORDINATES

CL A1 ELEV 2317.00 N4999354 E522844

CL A2 ELEV 2317.00 N4999365 E522852

CL A1

EDGE OF TRAIL

APPROACH (TYP)

STREAM BANK

GABION @ A-2

BOTTOM OF GABION ELEV.

2317.00'

EDGE OF TRAIL

APPROACH (TYP)

CL A2

NATIVE APPROACHES

CONTRACTOR TO

COORDINATE FILL

AMOUNTS AND ALIGNMENT

WITH FINAL BRIDGE DECK

ELEVATION.

STREAM BANK

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OF

SHEET

CHECKED

DESIGNER

DATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

COUNCIL RANGER DISTRICT

PAYETTE NATIONAL FOREST

KINNEY CREEK TRAIL BRIDGE REPLACEMENT

INTERMOUNTAIN REGION

REGION 4 BRIDGE PLAN AND

PROFILE VIEW

4/01/2025

S. THOMAS-FOX

B. DREIER

BRIDGE PLAN VIEW

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BRIDGE PROFILE VIEW

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KINNEY CREEK

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E

B

B

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OF

SHEET

CHECKED

DESIGNER

DATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

COUNCIL RANGER DISTRICT

PAYETTE NATIONAL FOREST

KINNEY CREEK TRAIL BRIDGE REPLACEMENT

INTERMOUNTAIN REGION

REGION 4 TIMBER SILL ON

GABION BASKET

4/01/2025

S. THOMAS-FOX

B. DREIER

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NOTES:

BEARING SHOE DETAIL

PLAN END VIEW SIDE VIEW

MATERIAL = 1/2" STEEL PLATE A36

TIMBER SILL

CONNECTION DETAIL

ABUTMENT

STRINGER ℄

STRINGER

8"

2"

8"

1" SLOT

13/16"Ø

X 1" SLOT

STRINGER

WIDTH MINUS

1/4"

STRINGER

WIDTH PLUS

1/4"

1/2"

(TYP)

VARIES

STRINGER

WIDTH PLUS

1/4"

4 1/2" 4 1/2"

8 1/2"

2" 2"

1/2" X WIDTH

VARIES X 6"

ELASTOMERIC

PAD (TYP) (50

DUROMETER)

7/8"Ø

2 HOLES

FASTEN DECK PLANK TO TOP OF

BACKING PLANK USING 7" RINGSHANK

NAILS ON 12" CENTERS

FASTEN EACH BACKING PLANK

TO EACH STRINGER USING

(3)-7" RING SHANK NAILS

3" DIMENSIONAL BACKING

PLANKS

**FOUNDATION

3/4"Ø BOLT & NUT W/(2)-MALLEABLE

IRON WASHERS

*TIMBER SILL

(2)-3/4"Ø x 9" ANCHOR BOLT AT

EACH BEARING SHOE

STRINGER

PER PLANS

TOP OF

DECK

PLANKS

BEARING SHOE

FULL PENETRATION

SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE

WITH THE STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL

HIGHWAY PROJECTS (FP-03) AND STANDARD SPECIFICATIONS FOR CONSTRUCTION OF TRAILS AND

TRAIL BRIDGES ON FEDERAL PROJECTS,

CONCRETE: USE STRUCTURAL CONCRETE WITH 7 SACK MINIMUM MIX APPROVED BY THE C.O.,

CONCRETE SHALL RECEIVE A TOWELED SURFACE FINISH. CONCRETE SHALL HAVE 4%-6% ENTRAINED

AIR. MAXIMUM SIZE AGGREGATE SHALL BE 3/4-INCH AND CONCRETE SLUMP SHALL NOT EXCEED

4-INCHES.

REINFORCING STEEL: PROVIDE REINFORCING STEEL THAT CONFORMS TO ASTM A615 (AASHTO M31), GRADE 40 OR 60. PROVIDE 2-INCH CLEAR CONCRETE COVER FOR ALL REBAR, UNLESS NOTED

OTHERWISE ON THE PLANS.

HARDWARE AND STRUCTURAL STEEL: SEE SUPERSTRUCTURE DRAWINGS FOR PROJECT DESIGN

CRITERIA AND GENERAL NOTES.

TREATED TIMBER & LUMBER: REFER TO THE GENERAL NOTES ON THE SUBSTRUCTURE DRAWINGS FOR

TREATED TIMBER & LUMBER SPECIFICATIONS AND FIELD TREATING OF WOOD

LAG SCREW INSTALLATION: PRE-BORE LAG SCREW HOLES USING TWO DIAMETERS, ONE FOR THE

SHANK AND ONE FOR THE THREADS. THE LEAD HOLE FOR THE SHANK IS TO BE 1/16-INCH LARGER THAN

THE SHANK DIAMETER AND IS TO BE BORED TO THE DEPTH OF PENETRATION OF THE SHANK. THE LEAD

HOLE FOR THE THREADED PORTION IS TO BE 70 PERCENT OF THE BOLT DIAMETER AS SHOWN ON THE

PLANS AND IS TO BE BORED AT LEAST TO THE LENGTH OF THE THREADS. DO NOT DRIVE LAG SCREWS

WITH A HAMMER.

4 1/4"

* TIMBER SILL CAN BE EITHER 12" X 12" SOLID SAWN 10 3/4" X 12"

GLUE-LAMINATED, BUILT-UP 3" X 12", 4" X 12", & 6" X 12" TREATED MEMBERS.

** SEE STANDARD DRAWINGS 965-10, 965-20, 965-30, & 965-40 FOR FOUNDATION

ALTERNATIVES

TYPICAL SECTION

TOP OF TRUSS

2" X 6" S4S HANDRAIL. RADIUS TOP EDGE AS SHOWN BLOCK OUT 1 1/2"

FOR KNUCKLE CLEARANCE BETWEEN RAILING AND TRUSS MEMBERS.

ALTERNATE HANDRAIL CONFIGURATIONS MAY BE SUBMITTED TO THE

C.O. FOR REVIEW AND APPROVAL.

1 1/2"

BLOCK OUT

1 1/2"

TRUSS

VERTICAL

PROVIDE ADA

HANDRAIL WHERE

REQUIRED. SEE

PROJECT DESIGN

CRITERIA

LATERAL BRACING

AS REQUIRED

P R

E F

A B

R I C

A T

D

S

T E

E L

T

R U

S S

PROVIDE SAFETY RAILS IN

ACCORDANCE WITH

AASHTO REQUIREMENTS

SEE PROJECT DESIGN

CRITERIA

2" X 6" S4S RUB

RAIL WHEN

SPECIFIED

6" X 1/4" STEEL PLATE OR 2"

X 6" CONTINUOUS TIMBER

TOE KICK

8"

3" X 8" MINIMUM, ROUGH

SAWN DECK PLANKS

3" X 8" MINIMUM (3" X 12"

SHOWN) ROUGH SAWN

RUNNING PLANKS

M

I N

I M

U M

M

A X

I M

U M

4'-6"

*CLEAR WIDTH

* INSIDE FACE TO INSIDE FACE(RUB RAILS AND RAIL)

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OF

SHEET

CHECKED

DESIGNER

DATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

COUNCIL RANGER DISTRICT

PAYETTE NATIONAL FOREST

KINNEY CREEK TRAIL BRIDGE REPLACEMENT

INTERMOUNTAIN REGION

REGION 4

TIMBER SILL

CONNECTION DETAIL

AND BEARING SHOE

DETAIL

4/01/2025

S. THOMAS-FOX

B. DREIER

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964 - PREFABRICATED TRAIL BRIDGE PRE