Construction_Plans.pdf

DANIEL KARLIN, P.E.

BEAR CREEK TRAIL BRIDGE REPAIRS

TRAIL NO. 4 - M.P. 2.0

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:

SHEET INDEX

SHEET 1 COVER

SHEET 2 GENERAL NOTES & PHOTOS

SHEET 3 BRIDGE PLAN AND PROFILE

SHEET 4 MAIN SPAN ELEVATION AND PLAN

SHEET 5 MEMBER DETAILS

SHEET 6 HARDWARE DETAILS

SHEET 7 CURB DETAILS

SHEET 8 FOUNDATION REPAIR DETAILS

SHEET 9 BILL OF MATERIALS AND CAMBER ADJUSTMENT NOTES

SHEET 10-11 FLOOR BEAM AND STRINGER REPLACEMENT DETAILS

APRIL 27, 2012

1-11215

CONSTRUCTION PLANS FOR

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

REGION ONE REGION ONE

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

PLANS PREPARED BY:

QA/QC BY:

KARL YAKAWICH, P.E.

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

PLANS PREPARED BY:

QA/QC BY:

KARL YAKAWICH, P.E.

PROJECT

LOCATION

SECTION 16, TOWNSHIP 33 NORTH, AND RANGE 8 EAST

Falls

Twin

Boise

Home

Mountain

Lewiston

Grangeville

Meadows

New

St Maries

Coeur D'Alene

Sandpoint

Pocatello

Burley

Shoshone

Arco

Rigby

Idaho Falls

Salmon

Kooskia

Pierce

Bonners

Ferry

M

O

N

T

A

N

A

W A

S H

I N

G T

O N

O R

E G

O N

BEAR CREEK BRIDGE

TRAIL NO. 4 - M.P. 2.0

NEZ PERCE - CLEARWATER NATIONAL FOREST

MOOSE CREEK RANGER DISTRICT

IDAHO COUNTY, IDAHO

DATE

DATE

DATE

REVIEWED:

RECOMMENDED:

APPROVED:

NOTE:

DRAWING SCALE IS ONLY ACCURATE

WHEN PLANS ARE PLOTTED ON 11" X 17"

(TABLOID)-SIZED PAPER.

APPROVED:

DATE

GENERAL NOTES & PHOTOS

TRAIL NO. 4 - M.P. 2.0

NEZ PERCE - CLEARWATER NATIONAL FOREST

1-11215

APRIL 27, 2012

SHEET NO.

DJK

DJK

KFY

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

REGION ONE

PREPARED BY:

GENERAL NOTES:

SPECIFICATIONS:

TIMBER AND LUMBER:

TREATMENT:

FIELD TREATMENT:

INSPECTION AND CERTIFICATION:

TIMBER FABRICATION:

FASTENERS:

HARDWARE AND STRUCTURAL STEEL:

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

BRIDGE PLAN AND PROFILE

TRAIL NO. 4 - M.P. 2.0

NEZ PERCE - CLEARWATER NATIONAL FOREST

1-11215

APRIL 27, 2012

SHEET NO.

DJK

DJK

KFY

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

REGION ONE

PREPARED BY:

ITEM WORK DESCRIPTION

QUANTITY

LUMBER

FINISH

A

REMOVE ALL EXISTING RUNNING PLANKS FROM MAIN SPAN, AND INSTALL TREATED TIMBER RUNNING PLANKS (APPROXIMATELY 345

SF). INSTALL 3"x12" FULL SAWN TIMBER RUNNING PLANKS AS SHOWN ON TYPICAL DECK SECTION (3 LINES). REFER TO DETAIL 2 &

SECTION A-A ON SHEET 4.

ROUGH

B

REMOVE ALL EXISTING MAIN SPAN DECK PLANKS, AND INSTALL TREATED TIMBER DECK PLANKS . INSTALL 3"x12" FULL SAWN TIMBER

DECK PLANKS AS SHOWN ON TYPICAL DECK SECTION. REFER TO DETAILS 2 & 4 ON SHEET 4.

ROUGH

REPLACE ALL MAIN SPAN 6"x6" CURB ALONG BOTH SIDES OF BRIDGE. USE NEW HARDWARE FOR FASTENING. REFER TO DETAIL 2

AND SECTION A-A ON SHEET 4 AS WELL AS DETAILS ON SHEET 7.

S4S

REPLACE ALL MAIN SPAN STRINGERS WITH NEW GLULAM MEMBERS. USE 5"x12" STITCHED MEMBERS FOR REPLACEMENT. SUPPLY

NEW HARDWARE, INCLUDING NEW U-BOLTS, FOR FASTENING. REFER TO DETAILS ON SHEETS 4, 5 AND 6.

GLULAM

REPLACE ALL MAIN SPAN FLOOR BEAMS WITH NEW GLULAM MEMBERS. USE 7"x10

" STITCHED MEMBERS. SUPPLY NEW

HARDWARE, INCLUDING NEW U-BOLTS, FOR FASTENING. REFER TO DETAILS ON SHEETS 4, 5 AND 6.

GLULAM

REPLACE ALL MAIN SPAN 2x6 RAIL TOP PLATES, REFER TO DETAILS ON SHEET 4, 5 AND 6. USE NEW HARDWARE FOR FASTENING

NON-BOLTED CONNECTIONS.

S4S

REPLACE 6'-6

" 2x6 CHORD MEMBER AT BOTTOM CHORD ON DOWNSTREAM EDGE NEAR NORTH PEDESTAL. REFER TO DETAILS ON

SHEET 4 AND 5. USE NEW HARDWARE FOR BOLTED CONNECTIONS.

S4S

REPLACE ALL 3x6 RAIL BRACES. REFER TO DETAILS ON SHEET 4 AND 5. USE NEW HARDWARE FOR BOLTED CONNECTIONS. S4S

REPLACE DAMAGED 1x6 DIAGONAL LATTICE. REFER TO DETAILS ON SHEET 4 AND 5. USE NEW HARDWARE FOR BOLTED

CONNECTIONS. SUPPLY NEW HARDWARE FOR FASTENING NON-BOLTED CONNECTIONS.

S4S

INSTALL NEW EXPANSION JOINTS AT MIDSPAN. REFER TO DETAILS ON SHEET 6. USE NEW HARDWARE FOR EXPANSION JOINTS. S4S

PATCH CONCRETE SPALLS AND SEAL NORTH CONCRETE PEDESTALS. NA

SEAL SOUTH CONCRETE PEDESTALS. NA

REMOVE 3x12 SHIM AT MAINSPAN INTERMEDIATE BRACE SO APPROACH AND MAIN SPAN DECK ELEVATIONS ARE THE SAME. NA

LUBRICATE ALL MAIN SUSPENSION AND HANGER CABLES WITH PRELUBE 19 PRESERVATIVE LUBRICANT. APPLY AS RECOMMENDED

BY MANUFACTURER.

NA

ADJUST BRIDGE CAMBER. REFER TO SHEET 9. NA

F L

O W

US = UPSTREAM

DS = DOWNSTREAM

RT = RIGHT (LOOKING DOWNSTREAM)

LT = LEFT (LOOKING DOWNSTREAM)

GLULAM = GLUED-LAMINATED

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

MAIN SPAN ELEVATION AND PLAN

1-11215

APRIL 27, 2012

SHEET NO.

DJK

DJK

KFY

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

REGION ONE

PREPARED BY:

BEAR CREEK TRAIL BRIDGE REPAIRS

TRAIL NO. 4 - M.P. 2.0

NEZ PERCE - CLEARWATER NATIONAL FOREST

NOTE:

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

MEMBER DETAILS

TRAIL NO. 4 - M.P. 2.0

BEAR CREEK BRIDGE

1-11215

APRIL 27, 2012

SHEET NO.

DJK

DJK

KFY

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

NOTE:

HARDWARE DETAILS

APRIL 27, 2012

SHEET NO.

DJK

DJK

KFY

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

REGION ONE

PREPARED BY:

BEAR CREEK TRAIL BRIDGE REPAIRS

TRAIL NO. 4 - M.P. 2.0

NEZ PERCE - CLEARWATER NATIONAL FOREST

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

CURB DETAILS

TRAIL NO. 4 - M.P. 2.0

BEAR CREEK BRIDGE

1-11215

APRIL 27, 2012

SHEET NO.

DJK

DJK

KFY

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

FOUNDATION REPAIR DETAILS

APRIL 27, 2012

SHEET NO.

DJK

DJK

KFY

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

REGION ONE

PREPARED BY:

BEAR CREEK TRAIL BRIDGE REPAIRS

TRAIL NO. 4 - M.P. 2.0 - M.P. 0.0

NEZ PERCE - CLEARWATER NATIONAL FOREST

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

NOTES:

CEMENTITIOUS MATERIAL:

BILL OF MATERIALS AND CAMBER ADJUSTMENT NOTES

TRAIL NO. 4 - M.P. 2.0

BEAR CREEK BRIDGE

1-11215

APRIL 27, 2012

SHEET NO.

DJK

DJK

KFY

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

DESCRIPTION

QUANTITY

(PIECES)

WEIGHT*

EACH

(POUNDS)

TOTAL

WEIGHT

(POUNDS)

LUMBER/HARDWARE

6"X6" CURB RAILS, 8'-7" LENGTH

30 65.2 1955.25

6"X6" CURB RAILS, 9' LENGTH

4 79.2 316.80

2" x 6" x 2'-0" CURB BLOCKS 36 9.9 356.40

2" x 12" x 9'-0" RUNNING PLANKS 33 59.4 1960.20

2" x 12" x 6'-0" RUNNING PLANKS 6 39.6 237.60

2" x 12" x 4'-0" RUNNING PLANKS 3 26.4 79.20

3" x 12" x 9'-0" DECK PLANKS 112 89.1 9979.20

1 x 6 DIAGONAL LATTICE 16 7.9 127.05

½"X7" STITCH BOLTS W/ WASHERS & NUTS (LATTICE)

35 2.2 77.00

2 x 6 x 16'-0" TOP PLATE 12 36.3 435.60

2 x 6 x 9'-6" TOP PLATE 4 21.6 86.21

2 x 6 x 6'-6½" TRUSS CHORD MEMBER 1 14.8 14.84

2 x 6 x 16'-0" TRUSS CHORD MEMBER (EXPANSION JOINTS)

8 36.3 290.40

3" x 6" RAIL BRACES 18 37.2 669.50

3½" x 10½." x 8'-0" GLUED-LAMINATED FLOOR/NEEDLE BEAMS 27 80.9 2182.95

3½" x 10½" x 4'-0" GLUED-LAMINATED FLOOR/NEEDLE BEAMS 18 40.4 727.65

8D RING SHANK NAILS (FLOOR/NEEDLE BEAM ANCHORS)

264 - 2.78

¾"X8½" STITCH BOLTS W/ WASHERS & NUTS (FLOOR/NEEDLE BEAMS)

368 1.0 368.00

¾"X12" STITCH BOLTS W/ WASHERS & NUTS (FLOOR/NEEDLE BEAM-RAIL BRACES)

36 1.2 43.20

⅝"X10" STITCH BOLTS W/ WASHERS & NUTS (RAIL BRACES-TOP CHORD)

18 1.2 21.60

SPLICE PLATE ¼" X 7½" X 3'-3" (SUPPLIED BY MANUFACTURER)

27 20.7 559.71

2⅝" SHEAR PLATES (FLOOR/NEEDLE BEAM SPLICE PLATES)

324 0.31 100.44

SPLIT RINGS (FLOOR/NEEDLE BEAM SPLICE PLATES)

324 0.31 100.44

2½" x 12" x 8'-6" GLUED-LAMINATED STRINGERS 80 70.1 5610.00

2½" x 12" x 4'-0" GLUED-LAMINATED STRINGERS 80 33.0 2640.00

SPLICE PLATE ¼" X 8¾" X 3'-3" (SUPPLIED BY MANUFACTURER)

80 24.2 1936.00

2⅝" SHEAR PLATES (STRINGER SPLICE PLATES)

960 0.31 297.60

SPLIT RINGS (STRINGER SPLICE PLATES)

960 0.31 297.60

¾"X6½" STITCH BOLTS W/ WASHERS & NUTS (STRINGERS)

1360 0.8 1088.00

¾"X12" STITCH BOLTS W/ WASHERS & NUTS (STRINGERS)

36 1.4 50.40

SIMPSON STC ANGLES (STRINGERS)

88 0.15 13.20

4" x 6" x 9' SHORE BEAM (SUPPLIED BY FOREST)

2 59 118.80

4" x 6" x 14' SPREADER BEAM (SUPPLIED BY FOREST)

2 92 184.80

TOTAL WEIGHT =

32,928

ADDITIONAL HARDWARE

¾" U-BOLT WITH NUTS (CABLES)

18 - 85.69

BOLT PLATE ½" X 6" X 1'-2" 18 11.91 214.38

TRUSS CONNECTION ASSEMBLY, ¾" X 20" BOLTS WITH ⅜" PLATE (STIFFENING TRUSS)

18 - 90.20

3½" X 1½" X 2'-0" EXPANSION JOINT TUBE (STIFFENING TRUSS)

2 - 25.52

3½" X ⅛" X 2'-0" EXPANSION JOINT PLATE (STIFFENING TRUSS)

4 - 11.91

⅝" DIA. X 1'-2" MACHINE BOLTS WITH NUTS (CURBS)

108 - 118.80

MALLEABLE IRON WASHERS (⅝" DIA. BOLTS FOR CURBS)

216 - 61.37

⅝" DIA. X 7" BOLTS WITH CUT WASHERS AND NUTS (EXPANSION JOINT)

8 - 5.54

¼" X 2½" RUGGED STRUCTURAL SCREWS (TOP PLATE)

146 - 2.52

5/16" X 4" RUGGED STRUCTURAL SCREWS 765 - 30.60

5/16" X 5⅛" RUGGED STRUCTURAL SCREWS 908 - 45.40

MALLEABLE IRON WASHERS (¾" DIA. BOLTS)

1800 0.28 511.38

CABLE HANGER BOLT PLATE 18 11.91 214.38

SIKACRETE 211 8 80 640.00

REINFORCING STEEL (#3 TIE BARS FOR REPAIRS)

20 0.22 4.39

SIKATOP SEAL 107 (UNITS)

12 44 528.00

TOTAL WEIGHT =

2,590

CAMBER ADJUSTMENT PROCEDURES

*LUMBER BASED ON A UNIT WEIGHT OF 39.6 LB/FT ³

FLOOR BEAM AND STRINGER REPLACEMENT DETAILS

TRAIL NO. 4 - M.P. 2.0

BEAR CREEK BRIDGE

1-11215

APRIL 27, 2012

SHEET NO.

DJK

DJK

KFY

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED:

DRAWING CHECKED:

DATE: NO. DATEBYREVISION DESCRIPTION

FLOOR/NEEDLE BEAM, STRINGER, &

DECK REPLACEMENT PROCEDURES

FLOOR BEAM AND STRINGER REPLACEMENT DETAILS

TRAIL NO. 4 - M.P. 2.0

BEAR CREEK BRIDGE

1-11215

APRIL 27, 2012

SHEET NO.

DJK

DJK

KFY

KFY

engineering

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

PREPARED BY:

REGION ONE

PROJECT:

DESIGNED:

DRAWN:

DESIGN CHECKED: