Attachment-1_2017_Hoonah_Bridges_Signed_170222.pdf

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS PROJECT MAP

HOONAH RANGER DISTRICT

R. Jacobson 01/04/17

2 39

8502 MP 5.784

8504 MP 0.439

8504 MP 0.36

8504 MP 0.156

8508 MP 6.802

8509 MP 0.17

85082 MP 0.436

85304 MP 2.141

8530 MP 11.128

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS SUMMARY OF QUANTITIES

HOONAH RANGER DISTRICT

R. Jacobson 01/04/17

3 39

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS WORK DETAILS

HOONAH RANGER DISTRICT

R. Jacobson 01/04/17

4 39

BASE BID OPTION ONE OPTION TWO

INSTREAM WORK TIMING

DATE:DRAWN:

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TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8502 MILEPOST 5.784 SURVEY CONTROL

HOONAH RANGER DISTRICT

J.POWELL DEC 2016

J.POWELL DEC 2016

5 39

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8502 MILEPOST 5.784 PLAN AND PROFILE

HOONAH RANGER DISTRICT

J.POWELL DEC 2016

6 39

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8504 MILEPOST 0.156 SURVEY CONTROL

HOONAH RANGER DISTRICT

BECERRA DEC 2016

BECERRA DEC 2016

7 39

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8504 MILEPOST 0.156 PLAN AND PROFILE

HOONAH RANGER DISTRICT

BECERRA DEC 2016

8 39

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8504 MILEPOST 0.360 SURVEY CONTROL

HOONAH RANGER DISTRICT

HM DEC 2016

HM DEC 2016

9 39

DATE:DRAWN:

REVIEWED: DATE:

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PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8504 MILEPOST 0.360 PLAN AND PROFILE

HOONAH RANGER DISTRICT

BECERRA DEC 2016

10 39

DATE:DRAWN:

REVIEWED: DATE:

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TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8504 MILEPOST 0.439 SURVEY CONTROL

HOONAH RANGER DISTRICT

DJL DEC 2016

DJL DEC 2016

11 39

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8504 MILEPOST 0.439 PLAN AND PROFILE

HOONAH RANGER DISTRICT

DJL DEC 2016

DJL DEC 2016

12 39

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

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TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8508 MILEPOST 6.802 SURVEY CONTROL

HOONAH RANGER DISTRICT

BECERRA DEC 2016

13 39

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8508 MILEPOST 6.802 PLAN AND PROFILE

HOONAH RANGER DISTRICT

BECERRA DEC 2016

14 39

POINT #

NORTHING

20000.00

19803.28

19924.09

19839.71

19841.40

EASTING

10000.00

10000.00

10047.48

9951.43

10028.96

ELEVATION

200.00

206.70

187.02

204.04

205.73

DESCRIPTION

CP1

BS

CP3

RP1TBM

RP2TBM

LINE #

L1

L2

L3

L4

L5

L6

LENGTH

167.48

89.53

84.74

47.88

77.55

60.72

BEARING

S16° 51' 33.19"W

S32° 01' 35.00"E

N12° 37' 30.70"E

N37° 13' 10.00"E

N88° 45' 02.71"E

S53° 07' 40.00"E

SCALE IN FEET

30 0 30 60

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS RD 85304 MP 2.141 DEMOLITION PLAN/POINTS

HOONAH RANGER DISTRICT

HM Dec-16

HM Dec-16

85304_2141.dwg 15 39

FL

O

W

EXISTING EDGE

OF ROAD

83'-0"± EXISTING BRIDGE LENGTH

EXISTING GROUND AT ROAD

CENTERLINE

EXISTING GLULAM

BEAM BRIDGE

REMOVE EXISTING

GLULAM BEAM BRIDGE

ESTIMATED QUANTITIES

ITEM UNIT QUANTITY

EXCAVATION CY 300

CRUSHED AGGREGATE CY 25

RIPRAP CY 200

3+00 4+00 5+00 6+00 7+00

STA:4+27.18

ELEV:200.12

STA:5+15.18

ELEV:201.00

PVI STA:3+73.59

PVI ELEV:199.58

LVC:55.00

B V C

S

.0

B V C

E:

.8

EV

C

S

.0

EV

C

E:

.8

PVI STA:5+75.08

PVI ELEV:201.60

LVC:60.00

B V C

S

.0

B V C

E:

.3

EV

C

S

.0

EV

C

E:

.6

-8.31% 1.00% 10.26%

SCALE IN FEET

30 0 30 60

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS RD 85304 MP 2.141 PLAN AND PROFILE

HOONAH RANGER DISTRICT

HM Dec-16

HM Dec-16

85304_2141.dwg 16 39

FL

O

W

EXISTING EDGE OF ROAD

PROPOSED BRIDGE

MAJOR CONTOUR (10')

MINOR CONTOUR (1')

CENTERLINE ROAD

EDGE OF ROAD

NOTE: GROUND SHOWN IS

APPROXIMATE. CONTRACTOR TO VERIFY

SITE CONDITIONS AND CRITICAL

GROUND ELEVATIONS PRIOR TO BRIDGE

INSTALLATION.

INSTALL 90'-0" WELDED

PLATE GIRDER BRIDGE

(OR APPROVED EQUAL)

AT SPECIFIED ELEVATIONS

REINFORCED CONCRETE

SILL, TYP.

EXISTING GROUND AT ROAD

CENTERLINE

OBJECT MARKER,

TYP.

CLASS 5 RIPRAP 1

1.25

EST. ELEV. = 188.5

AT Q50 = 2,500 cfs FREEBOARD = 6.1 ft

TREATED TIMBER

BACKWALL, TYP

STA. 3+25

BEGIN ROAD WORK

MATCH EXISTING

STA. 6+06

END ROAD WORK

MATCH EXISTING

CENTERLINE

BEARING

ABUTMENT 1

CENTERLINE

BEARING

ABUTMENT 2

SCALE IN FEET

20 0 20 40

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8509 MP 0.17 SURVEY CONTROL

HOONAH RANGER DISTRICT

DJL 12/2016

DJL 12/2016

X. XXXXXXXXXX XX/XX/XX

XX/XX/XX XXXXXXXXXX X. XXXXXX

XX/XX/XX XXXXXXXXXXXXX X.XXXXXX

XX/XX/XX XXXXXXXXXXXXX X. XXXXXX

8509_017.DWG

17 39

CONTOUR INTERVAL IS 1'

EXISTING EDGE OF ROAD

EXISTING BRIDGE

MAJOR CONTOUR (5')

MINOR CONTOUR (1')

NOTE: GROUND SHOWN IS

APPROXIMATE. CONTRACTOR TO VERIFY

SITE CONDITIONS AND CRITICAL

GROUND ELEVATIONS PRIOR TO BRIDGE

INSTALLATION.

SCALE IN FEET

20 0 20 40

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 8509 MP 0.17 PLAN AND PROFILE

HOONAH RANGER DISTRICT

DJL 12/2016

DJL 12/2016

X. XXXXXXXXXX XX/XX/XX

XX/XX/XX XXXXXXXXXX X. XXXXXX

XX/XX/XX XXXXXXXXXXXXX X.XXXXXX

XX/XX/XX XXXXXXXXXXXXX X. XXXXXX

8509_017.DWG

18 39

CONTOUR INTERVAL IS 1'

EXISTING EDGE OF ROAD

PROPOSED BRIDGE

MAJOR CONTOUR (5')

MINOR CONTOUR (1')

NOTE: GROUND SHOWN IS

APPROXIMATE. CONTRACTOR TO VERIFY

SITE CONDITIONS AND CRITICAL

GROUND ELEVATIONS PRIOR TO BRIDGE

INSTALLATION.

POINT #

NORTHING

20000.00

20233.88

20006.00

20017.63

EASTING

10000.00

9845.14

9981.53

10029.77

ELEVATION

200.00

157.70

199.11

201.74

DESCRIPTION

CP1

CP3

RP1TBM

RP2

LINE #

L1

L2

L3

L4

LENGTH

280.50

19.42

34.60

284.34

BEARING

S33° 30' 36.52"E

N72° 00' 55.00"W

N59° 21' 35.00"E

S40° 29' 24.30"E

SCALE IN FEET

30 0 30 60

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS RD 8530 MP 11.128 SURVEY CONTROL

HOONAH RANGER DISTRICT

HM Dec-16

HM Dec-16

8530_11128.dwg 19 39

FL

O

W

EXISTING EDGE

OF ROAD

EXISTING GROUND AT ROAD

CENTERLINE

EXISTING GLULAM

BEAM BRIDGE

REMOVE EXISTING

GLULAM BEAM BRIDGE

ESTIMATED QUANTITIES

ITEM UNIT QUANTITY

EXCAVATION CY 550

CRUSHED AGGREGATE CY 60

RIPRAP CY 250

1+00 2+00 3+00 4+00

STA:1+84.62

ELEV:179.61

STA:2+84.62

ELEV:180.11

PVI STA:1+22.69

PVI ELEV:179.30

LVC:70.00

B V C

S

.6

B V C

E:

.2

EV

C

S

.6

EV

C

E:

.4

PVI STA:3+53.39

PVI ELEV:180.45

LVC:85.00

B V C

S

.8

B V C

E:

.2

EV

C

S

.8

EV

C

E:

.7

-11.29% 0.50% 0.50%

0.50% 12.45%

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS RD 8530 MP 11.128 PLAN AND PROFILE

HOONAH RANGER DISTRICT

HM Dec-16

HM Dec-16

8530_11128.dwg 20 39

SCALE IN FEET

30 0 30 60

FL

O

W

CENTERLINE ROAD

EDGE OF ROAD

NOTE: GROUND SHOWN IS

APPROXIMATE. CONTRACTOR TO VERIFY

SITE CONDITIONS AND CRITICAL

GROUND ELEVATIONS PRIOR TO BRIDGE

INSTALLATION.

INSTALL 102' WELDED PLATE

GIRDER BRIDGE (OR APPROVED

EQUAL) AT SPECIFIED ELEVATIONS

REINFORCED CONCRETE

SILL, TYP.

EXISTING GROUND AT ROAD

CENTERLINE

OBJECT MARKER,

TYP.

CLASS 5 RIPRAP

EXISTING EDGE OF ROAD

PROPOSED BRIDGE

MAJOR CONTOUR (10')

MINOR CONTOUR (1')

1.5

EST. ELEV. = 156.7

AT Q50 = 1,300 cfs FREEBOARD = 15.7 ft

TREATED TIMBER

BACKWALL, TYP

CENTERLINE

BEARING

ABUTMENT 1

CENTERLINE

BEARING

ABUTMENT 2STA. 0+86

BEGIN ROAD WORK

MATCH EXISTING

STA. 3+96

END ROAD WORK

MATCH EXISTING

DATE:DRAWN:

REVIEWED: DATE:

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TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 85082 MILEPOST 0.436 SURVEY CONTROL

HOONAH RANGER DISTRICT

J.POWELL DEC 2016

21 39

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS 85082 MILEPOST 0.436 PLAN AND PROFILE

HOONAH RANGER DISTRICT

J.POWELL DEC 2016

22 39

'-9

" T

YP

'-0

(L)

2'-0"

MATERIALS: STEEL SHAPES, PLATES, AND BARS SHALL BE STRUCTURAL STEEL CONFORMING TO AASHTO M183 (ASTM 136). RAIL ELEMENTS SHALL CONFORM TO AASHTO M180 AND SHALL BE OF THE CLASS AND TYPE SPECIFIED ON THE LAYOUT SHEET. ALL STEEL, SHAPES, PLATES AND BARS SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M111. UNLESS OTHERWISE SPECIFIED ON THE BRIDGE LAYOUT SHEET. NUTS, BOLTS, AND WASHERS SHALL MEET THE REQUIREMENTS OF ASTM A-307 AND SHALL BE GALVANIZED UNLESS SPECIFIED OTHERWISE ON THE BRIDGE LAYOUT SHEET. ANCHOR CABLE SHALL BE 34"Ø GALVANIZED WIRE ROPE CONFORMING TO AASHTO M30, TYPE II. REFLECTORS SHALL BE SILVER, HIGH INTENSITY, 3M SCOTCHLITE #3870, OR APPROVED EQUAL. POSTS SHALL BE NO. 1 GRADE STRUCTURAL GRADE DOUGLAS FIR OR WESTERN LARCH CONFORMING O AASHTO M168 AND SHALL BE TREATED WITH COPPER NAPHTHENATE IN ACCORDANCE WITH AWPA C14.

CONCRETE FOR ANCHORS SHALL BE IN ACCORDANCE WITH SECTION 552 OR SECTION 602, METHOD A OR B . OBJECT MARKERS SHALL

CONFORM TO UMTCD TYPE 3.

FABRICATION: STRUCTURAL STEEL SHALL BE SHOP FABRICATED, WELDING SHALL CONFORM TO THE AWS STRUCTURAL WELDING CODE, D1.5 AND SHALL BE Y A CERTIFIED WELDER. ALL STEEL SHALL BE FABRICATED BEFORE BEING GALVANIZED, EXCEPT THAT MINOR SHOP CUTTING, DRILLING AND WELDING IS PERMITTED ON GALVANIZED METAL, PROVIDED THAT THESE AREAS ARE CLEANED AND REPAIRED WITH 2 COATS OF ZINC DUST-ZINC OXIDE PAINT METTING FEDERAL SPECIFICATION TT-P-541 OR MILITARY SPECIFICATION MIL-P-21035. THE CABLE ASSEMBLY SHALL

DEVELOP A MINIMUM TENSILE STRENGTH OF 40,000 LBS.

ERECTION: RAIL ELEMENTS MAY BE EITHER 25'-0" OR 12'-6" IN LENGTH. IF RAIL CURVATURE IS LESS THAN A 150 FT. RADIUS, IT SHALL BE CURVED TO THE SPECIFIED RADIUS. NO FIELD CUTTING OR WELDING IS PERMITTED ON GALVANIZED METAL UNLESS APPROVED BY THE ENGINEER.

ALL RAIL POSTS SHALL BE SET SET VERTICALLY AND THE RAILING ERECTED PARALLEL TO GRADE. POST SPACING SHALL BE 6'-3" EXCEPT AS NOTED. THE COMPLETED INSTALLATION SHALL NOT REFLECT ANY UNEVENNESS IN THE STRUCTURE. AFTER ERECTION IS COMPLETE, BURR THREADS OF ALL BOLTS AND RODS TO PREVENT BACKING OFF OF NUTS. ALL DAMAGED SURFACES SHALL BE REPAIRED WITH 2 COATS OF ZINC

PAINT AS SPECIFIED IN THE FABRICATION NOT ABOVE.

POST BOLT SLOT SPLICE BOLT SLOT

ELEVATION

29/64" R. (TYP.)

29/32"

3/8" R. (TYP.)

3/4"

1-1/8" 2-1/2"

4-1/4"

2"

CROSS SECTION

NEUTRAL AXIS

SPLICE BOLT HOLES

1-17/32"

-1 /4

9/16"

15/16" R.

-1

/4

55°

29/32"Ø

29/32"Ø

15/16" R.55°

55°

10° 1-1/16"

1/16"

3-3/16" 3-1/4"

TYPE 3 OBJECT MARKER

BRIDGE

GROUND LINE

METHOD "A" ANCHOR

(F) 3'-0": MINIMUM FLARE

FLARE LENGTH

(X):

MINIMUM 6'-3"

RAIL RADIUS APPROXIMATELY = (X)²/2F.

IF RADIUS IS LESS THAN 150', SHOP

BENDING IS REQUIRED

RAIL LENGTH (L):

MINIMUM 25'

SEE SHEET 30 FOR THRIE BEAM SPECIFIC APPROACH RAIL TRANSITION DETAILS IN REFERENCE TO MB4 & MB5

TYPE 3 OBJECT

MARKER

BRIDGE

3 @ 2'-1" 2 @ 3' 1-1/2"

6'-3" TYP 6'-3" TYP

EDGE OF ROADWAY

SHOULDER IF ANY IS INCLUDED

1'-4" MAX

TYPE 3 OBJECT

MARKER

BRIDGE

POST SPACING

SAME AS ABOVE

RAIL LENGTH (L):

MINIMUM 25'

(F) 3'-0": MINIMUM FLARE

EDGE OF ROADWAY

SHOULDER IF ANY IS INCLUDED

ADJUST DIMENSION AS REQUIRED

OVER THE LAST TWO OR THREE

POSTS TO MATCH BRIDGE RAIL AS

NECESSARY

REFLECTORIZED WASHER ON TERMINAL POST AND

EVERY OTHER POST TO BRIDGE.

8"X8"X14" TREATED TIMBER BLOCK

TOENAIL ONE 16d COMMON GALVANIZED

NAIL IN CENTER AT TOP OF BLOCK

SYMMETRICAL ABOUT

CENTERLINE

4" POST

BOLT SLOT

SPLICE BOLT SLOTS

8 REQ. EACH END

POST BOLT SLOT 6'-3"

SPACING CENTER TO CENTER

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

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REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:04/03

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS STANDARD APPROACH RAIL PLAN

HOONAH RANGER DISTRICT

USFS

USFS

M. MURPHY XXXXXXXX 28_NTBR_APPRAIL_PLAN.DWG

23 39

SCALE:

APPROACH RAIL PLAN STRAIGHT ALIGNMENT

NTS

SCALE:

APPROACH RAIL PLAN CURVED ALIGNMENT

NTS

SCALE:

APPROACH RAIL ELEVATION

NTS

SCALE:

TYPCIAL W BEAM APPROACH RAIL SECTION

NTSSCALE:

TYPCIAL APPROACH RAIL ELEMENT: CLASS A TYPE II W BEAM

NTS

ONE LANE

BRIDGE

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:04/03

2017 HOOONAH BRIDGE REPAIRS AND REPLACEMENTS STANDARD APPROACH RAIL DETAILS

HOONAH RANGER DISTRICT

USFS

USFS

M. MURPHY XXXXXXX 29_NTBR_APPRAIL_DET.DWG

24 39

SCALE:

ANCHOR METHOD 'A'

NTS

SCALE:

REFLECTORIZED WACHER DETAIL

NTS

SCALE:

CABLE ASSEMBLY

NTS SCALE:

ANCHOR PLATE DETAILS

NTS

SCALE:

POST BOLT ASSEMBLY

NTS

SCALE:

CABLE ATTACHEMENT DETAIL

NTS

SCALE:

TERMINAL SECTION DETAILS

NTS

SCALE:

RAIL SPLICE BOLT

NTS

SCALE:

OBJECT MARKER

M.U.T.C.D. TYPE 3

NTS SCALE:

WARNING SIGN

M.U.T.C.D. TYPE W5-3

NTS

STEEL ∠ 6 X 6 X

4, SEE DETAIL 'D' SD-320-4STEEL POST W 6 X 25

SEE DETAILS THIS SHEET

STEEL RAIL

HSS 6" X 4" X

4"

STEEL ∠ 6" X 8" X 34" (SLV)

SEE DETAIL 'C'

SD-320-4

STEEL ∠ 6" X 4" X

4"

SEE DETAIL 'E'

SD-320-4

'-6

/4

4" Ø X 3" BOLT & HARDENED

STEEL WASHER, TYP.

4" Ø BOLTS /W CUT WASHER TOP & BOTTOM,

4 PER UPRIGHT, TYP.

3 X 12 UNTREATED

DECK

4" Ø BOLT W/ HARDENED

STEEL WASHER, TYP.

1" Ø X 31

2" BOLT W/

HARDENED STEEL

WASHER TYP

2" X 6" X

2" STEEL SHIM

WELDED TO STEEL ∠

'E' PER SD-320-4

CUT & LOCK

WASHERS, TYP.

4" Ø THREADED STUD

WELDED TO STEEL RAIL

4.0" Ø MALLEABLE IRON SHEAR PLATE

W/ 13

16" Ø HOLE TOP & BOTTOM / ROUTED

4" Ø HOLE X 0.62" PRIOR TO TREATMENT

SEE NOTE 6 SHEET SD-320-5

FOR SPECIFIC BOLT

TIGHTENING REQUIREMENTS

INSTALL (3) 34" DIA. X 9"

STD. HEX LAG SCREWS

W/STD.WASHER IN

1-38" DIA. X 34" DEEP

COUNTERBORE LOCATE

SCREWS MIDWAY

B/W VERT. A.B.s

@ POST LOCATIONS

1 3/4" 1 3/4"

/8

/2

6 1/8"

/1

6 3/8"

V A R

IE

S

S

EE

D

IM

'A

TA

B

LE

'B ' T

H

IS

S H

EE

T

V A R

IE

S

S

EE

D

IM

'B

TA

B

LE

'B ' T

H

IS

S H

EE

T

W 6 X 25

16" Ø X 1

16"

SLOTTED HOLE

16" Ø X 1"

SLOTTED HOLE

16" Ø X 5

2"

SLOTTED HOLE

4" Ø X 2" WELDED THREADED STUD

NEAR SIDE, TYPICAL

3'-1 1/8" 1 3/4"

1 3/4"

EQUAL SPACING 3'-1 1/8"

NOT TO EXCEED 6'-0"

HSS 6 X 4 X

4 STRUCTURAL STEEL TUBING

LENGTH PER TABLE 'B'

BRIDGE PANEL

LENGTH THICKNESS DIM. 'A'

40 FT 16 1/4" 28"

30 FT 14 1/4"

25 FT 12 1/4"

20 FT 12 1/4"

TABLE 'B'

STEEL RAIL

LENGTH

STEEL POSTS

DIM. 'B'

26" 24"

53" 51" 49"

24" 49"

40 FT

30 FT

25 FT

20 FT

1" Ø BOLT W/ HARDENED

STEEL WASHER, TYP.

∠ 6 X 4 X 34" STEEL ∠ 'E'

STEEL POST

∠ 6 X 6 X 34" STEEL ∠ 'C'

4" Ø BOLT, TYP.

STEEL SHIM,

TYP., SEE

SD-320-4

1/4

4" X 2" STUD WELDED

TO TUBE, TYPICAL

HSS 6 X 4 X

STEEL TUBE

STEEL GUARD RAIL DETAIL 'A'

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS SD-320-3 GLULAM SLAB STEEL GUARD RAIL

HOONAH RANGER DISTRICT

SJC 2/2005

D. VOGAN 11/2005

11/2005 angle bracket/post/washers dwv

01/2017 add lag screws & L brack dim rj tnf_stnd_glulam_bridge3.dwg 25 39

STEEL POST DETAILS

STEEL RAIL DETAIL DETAIL - VIEW 'C-C'

STEEL RAIL - SECTION

C

C

1" Ø BOLT W/ M.I. WASHER TOP & BOTTOM

ON 8" O.C. PRE-DRILL 1-1/8" Ø

10 X 12 GLU-LAM OR SAWN TIMBER

CURB

8 X 12 X 36" CURB BLOCK

WEARING SURFACE

(BEYOND)

GLU-LAM DECK PANEL

SPLICE AT MID SPAN

FOR LONGER SPANS

18" OVERLAP

RECESS ALL CURB BOLTS

FLUSH WITH BOTTOM OF

DECK PANEL

1.5

FASTEN WEARING SURFACE TO DECK W/ 38" Ø X 8" RING SHANKS, 2 @ PLANK ENDS, STAGGER @ 3' SPACING THROUGHOUT LENGTH PRE-DRILL DECK AND PLANK 14" Ø, TYPICAL, FIELD TREAT DECK LEAD HOLE; RECESS NAIL HEAD

8"

1" Ø LAG SCREWS W/ ACCESS HOLES THRU WEARING SURFACE, PRE-DRILL DECK PANEL 1

16" Ø

8" Ø BOLT W/ M.I. WASHER @ DECK,

& CUT WASHER AT STIFFENER BEAM

PRE-DRILL DECK PANEL 11

16" Ø

STIFFENER BEAM,

C10X20 X16'

UNTREATED 3 X 12

WEARING SURFACE,

BEVEL END OF PLANKS

2" @ 45°, TYPICAL

6 X BACKWALL PLANKS,

ATTACH TO DECK/FOOTING

W/ MIN. NUMBER OF

SPIKES NEEDED TO

HOLD IN PLACE PRIOR

TO BACKFILLING

4" X 24" GLU-LAM

FOOTING

6" DEPTH 2" MINUS MATERIAL

3'-0" OR AS DESIGNED

(OR AS DESIGNED)

PRE-DRILL SILL 58" Ø

FOR PERMANENT BRIDGE INSTALLATION

COUNTERSINK BOTTOM OF RUNNING PLANKS

FOR TEMPORARY BRIDGE INSTALLATION

CUT ACCESS HOLES THRU RUNNING PLANKS

8 1/8"

8 3/8"

8 3/8"

8 3/8" 1'-7 1/8" 11"

11"

11"

C10X20

SLOTTED HOLE

4" X 11

4", TYPICAL

1'-9 1/4" 11" 11" 11" 1'-7 1/8"

8 3/8"

8 3/8"

8 3/8"

8 1/8"

16'

1'

8 1/8"

8 3/8"

8 3/8"

8 3/8"

8 3/8"

1/4"

10 1/2"

11" 11" 11"

10 1/2"

1/4"

10 1/2"

11" 11" 11"

10 1/2"

1/4"

8 3/8"

8 3/8"

8 3/8"

8 3/8"

8 1/8"

1'

DECK END PANEL

(VARIES X 535

8" X (VARIES)

DECK CENTER PANEL

(VARIES X 54" X (VARIES)

PRE-DRILLED HOLE 11

16" Ø, TYPICAL

GAP BETWEEN PANELS, 1

4" TYPICAL

X

X

X

X

X

X

X

X

X

XXX X XX

X X

X

X

X

X

X

X

X

X

℄ CHANNEL

VARIES

GEOTEXTILE

CHANNEL

GRADE POINT

VARIES

BANK REINFORCEMENT,

CLASS AND THICKNESS

AS DESIGNED

12" (MIN.) NATIVE

STREAM BED MATERIAL

OVER RIPRAP

*1'-0"

*1'-0" MINIMUM WITH

RIPRAP, 3'-0" MINIMUM

WITHOUT RIPRAP

CURB CONNECTION DETAIL 'B'

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS SLAB BRIDGE-SD-320-2 TYPICAL DETAILS

HOONAH RANGER DISTRICT

SJC 2/2005

D. VOGAN 11/2005

11/2005 curb detail/abutment dim. dwv

12_glulam_bridge2_revised.dwg 26 39

TYPICAL ABUTMENT SECTION

GLU-LAM DECK PANEL

STIFFENER BEAM - PLAN VIEW

A

NOTES:

1. ALL STEEL ANGLES AND ROLLED SHAPES

SHALL BE ASTM A36 GRADE.

2. ALL STEEL NUTS & BOLTS SHALL BE

ASTM A307 GRADE.

3. HOT DIP GALVANIZE ALL STEEL AFTER FABRICATION.

TYPICAL BRIDGE PROFILE

GENERAL NOTES:

TREATED TIMBER SILLS AND BACKWALLS TO BE

USED.

ABUTMENT LOCATION AND ELEVATIONS WILL BE

STAKED IN THE FIELD BY THE CONTRACTOR.

CONTRACTOR SHALL GIVE 48 HOURS NOTICE TO

C.O. FOR REVIEW AND APPROVAL OF

CONTRACTOR STAKING.

MECHANICALLY PLACED EMBANKMENT, WHEN

REQUIRED, IS CONSIDERED INCIDENTAL TO

BRIDGE INSTALLATION. PLACE IN ACCORDANCE

w/ SPECIAL ROCK EMBANKMENT & ROCK

BUTTRESS (FP-03 SECTION-252).

PROVIDE CONNECTION BETWEEN BRIDGE HALVES

IN ACCORDANCE WITH MANUFACTURER'S

DESIGN, INCLUDING DIAPHRAGMS AND ANGLE

BRACES BETWEEN GIRDERS AND RUNNING

PLANKS ALONG CENTER OF DECK.

FOR BRIDGE FURNISHED BY THE GOVERNMENT,

THE CONTRACTOR IS RESPONSIBLE FOR

REMOVAL AND TRANSPORTATION OF THE BRIDGE

FROM ITS PRESENT LOCATION.

SEE PLAN & PROFILE SHEETS FOR FISH TIMING

REQUIREMENTS.

EROSION CONTROL PLAN IS REQUIRED. ( FP-03

SECTION-157).

EACH SUBSTRUCTURE 57105 PAY ITEM SHALL

INCLUDE ENOUGH SILLS AND BACKWALLS FOR 1

BRIDGE, SEE BACKWALL SILL TYPICAL

TREATED TIMBER BACKWALL - SEE SHEETS 29 &29

MECHANICALLY PLACED EMBANKMENT

ROAD EDGE

TOE OF FILL

TAPER RIPRAP TO DESIGNED FILL

FL

O W

TO

M A

TC

H

D

ES

IG

N

ED

F

IL

L

STREAM THALWEG

MODULAR BRIDGE

TOE OF FILL

ROAD EDGE

ROAD CENTERLINE

INSTALL BRIDGE TO MATCH FINISH ROAD GRADE,

CUT/FILL AS REQUIREDFINISH ROAD GRADE

BORROW AND/OR SUITABLE ROCK

EXCAVATION

12" MIN.

12" MIN. (WITH RIPRAP)

36" MIN. (W/OUT RIPRAP)

' M

IN

MODULAR BRIDGE

OBSERVED HIGH WATER MARKS/Q50

MECHANICALLY PLACED EMBANKMENT, SEE (FP-03 SECTION-252).

SEE (FP-03 SECTION-705.04) FOR GRADATION. PLACE ALONG STREAM

BANK AS NEEDED FOR SLOPE PROTECTION WHERE REQUIRED BY THE C.O.

PLACE BOTTOM OF GIRDER

5' MIN. ABOVE OBSERVED

HIGH WATER MARKS

EXISTING GRADE 1" MINUS GRAVEL LEVELING COURSE

LOG SILLS AND BACKWALLS SHOWN FOR

DEMONSTRATION PURPOSES ONLY, UTILIZE TREATED

TIMBERS SILLS AND BACKWALLS. THE BEARING PLATES

SHALL BE COMPLETELY SUPPORTED ON THE SILLS.

EXCAVATE FOR SILL CONSTRUCTION,

FILL W/ BORROW AND/OR

SUITABLE ROCK EXCAVATION

BORROW AND/OR SUITABLE ROCK EXCAVATION

4% MAXIMUM BRIDGE GRADE

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS TYPICAL MODULAR BRIDGE

HOONAH RANGER DISTRICT

X. XXXXXXX XX/XX/XX

X. XXXXXXX XX/XX/XX

X. XXXXXXXXXX XX/XX/XX

04/16 treated sill&backwall RJ

XX/XX/XX XXXXXXXXXXXXX X.XXXXXX

XX/XX/XX XXXXXXXXXXXXX X. XXXXXX

10_modtyp.dwg 27 39

PLAN

PROFILE

MODULAR BRIDGES

ROAD

8502 705.784 X

(FT)

LENGTHMP

FURNISHED BY

CONTR. GOV'T

PRESENT LOCATION

(IF GOV'T FURNISHED)

8502 MP 5.784

8504 400.156 X ROWAN BAY MAF

85082 700.436 X

2'-6" 4'-0" 5'-0" 2'-6"4'-0"

FRONT VIEW

TOP VIEW

12" x 12" TIMBERS GRADED

NO. 1 OR BETTER

12" x 12" TIMBERS NOTE: PREBORE 13/16" Ø

BOLT HOLES PRIOR TO

TREATING TIMBERS

3/4" Ø x 26" BOLTS WITH MALLEABLE

IRON WASHERS EACH END (TYPICAL)

FOOTING FABRICATION DETAILS

NOT TO SCALE

BRIDGE DECKING

CL

NOT TO SCALE

FRONT VIEW

20' SPAN BRIDGE 30' SPAN BRIDGE

NOTE: ALL VIEWS ARE FRONT VIEWS. END BRACES ARE NOT SHOWN FOR CLARITY.

SPACER JOINED TO UPPER PLANK

WITH 70d SPIKES 2' C-C AND AT

SPLICE. START SPIKES 6" FROM

PLANK END. PREBORE 9/64" Ø

HOLES

40' SPAN BRIDGE 50' SPAN BRIDGE

SPACER

SPACER

BACKWALL DETAILS

BACKING PLANK SPLICE DETAIL

WALL CUT-OFF DETAIL

LC

BACK VIEW

NOT TO SCALE

TOP VIEW

NOT TO SCALE

NOTE: BRIDGE SUPERSTRUCTURE ABOVE GIRDERS

AND BACKWALL BOLTS ARE NOT SHOWN

END BRACE

3"

6" LEG 4" LEG

SUPPORT ANGLE DETAIL

6" x 4" x 1/2" ANGLE

NOT TO SCALE

ALL BOLTS ARE 3/4" Ø x 10"

1'-0" MINIMUM

NOT TO SCALE

NOTE: WALL

MAY BE CUT

AS SHOWN TO

SUIT SITE

CONDITIONS.

FRONT SIDE

IS SHOWN.

INSET BOLTS 3"

FROM PLANK EDGES

AS SHOWN

SEE END BRACE

BOLT DETAIL

FOR BOLT

SPACING

FRONT VIEW

NOTE: FOR SPACER, USE ONE BOLT CENTERED ON

EACH SIDE OF SPLICE (40' AND 50' SPANS ONLY)

3/4" Ø x10" BOLTS

WITH MI WASHERS

4"x12" PLANKS

FILL SIDE

4" x 12" x 2'-0"

SPLICE PIECE

TOP VIEW

NOTES:

1. MAXIMUM BRIDGE GRADE FOR USE OF THIS FOOTING IS 3%.

2. FOOTING IS DESIGNED TO BEAR ON NATURAL GROUND OR

COMPACTED FILL CAPABLE OF SUPPORTING A MINIMUM BEARING

OF 5 KIPS PER SQUARE FOOT.

3. ALL TIMBER SHALL BE ROUGH CUT PACIFIC COAST DOUGLAS

FIR OR WESTERN LARCH, GRADED AS NOTED, AND TREATED IN

ACCORDANCE WITH AWPA CI & C2 FOR GROUND CONTACT WITH

PENTACHLOROPHENOL IN PETROLEUM OIL (TYPE A) CONFORMING

TO AWPA STANDARD P8, OR CREOSOTE CONFORMING TO AWPA

STANDARD P3.

4. FIELD CUTS, BORE HOLES AND DAMAGE IN TREATED TIMBER

SHALL BE TREATED IN ACCORDANCE WITH AWPA STANDARDS M4

& P7.

5. ALL METAL COMPONENTS SHALL BE GALVANIZED IN

ACCORDANCE WITH ASTM A153 OR EPOXY COATED.

6. WHERE STRUCTURAL EXCAVATION IS REQUIRED, REFER TO

SPEC 209.

7. WHERE A DEADMAN IS USED, REFER TO FOREST SERVICE

ENGINEERING TECHNICAL REPORT ETR-7100-7, DEADMAN

ANCHORING GUIDE.

8. ALL BOLTS ARE ASTM A 307.

9. BRIDGE SUPERSTRUCTURE DETAILS TO BE AS SHOWN IN THE

CONTRACT.

1-1/4

SIDE VIEW

NOT TO SCALE

GIRDER

HEIGHT VARIES

WITH BRIDGE

SPAN

BACKFILL AND COMPACT

AROUND END BRACE

PRIOR TO BACKFILLING

BACKWALL

BACKWALL

SELECT BACKFILL

(REF. SPEC.______)

BACKWALL EVEN WITH

TOP OF BRIDGE DECK.

EXTEND RUNNING PLANKS

OVER TOP OF BACKWALL

NOTE: END BRACE

BOLTS ARE NOT

SHOWN

1-1/8" Ø x 12" LAG BOLTS IN

13/16" Ø PREBORED HOLES.

H0LES LOCATED AS SHOWN (TYPICAL)

4" x 12" RANDOM LENGTH BACKWALL PLANKS. SEE

BACKWALL DETAILS FOR DIMENSIONS AND

SPLICE DETAILS (TYPICAL)

SPACER IF REQUIRED

DO NOT FIELD CUT

EXPOSED ENDS

3/4" Ø x 7" BOLTS. USE

MI WASHER ON WOOD SIDE

3/4" Ø x 7" LAG BOLTS. PREBORE 1/2" Ø HOLES

STEEL SUPPORT ANGLE

4" LEG AGAINST FOOTING

(SEE ANGLE DETAIL)

3/4" Ø x 10" BOLTS WITH MI WASHERS. SEE

END BRACE BOLT DETAIL FOR BOLT SPACING

4" x 12" END BRACE CUT TO

FIT AS SHOWN

END BRACE BOLT DETAIL

NOT TO SCALE

NOTES:

1) X=4" FOR 12" WIDE BACKWALL PLANKS

2) X=3" FOR SPACERS 8" TO 12" WIDE

3) USE 1 BOLT CENTERED ON THE END BRACE

FOR SPACERS 5" TO 8" WIDE

4) DO NOT BOLT SPACERS LESS THAN 5" WIDE

END BRACE

BACKWALL PLANK X

X

X

14'-3" 13'-0"

11'-8"

4'-3"

13'-9" 12'-6"

11'-3"

14'-6" 13'-3"

12'-0" 11'-3" 11'-3"

12'-3" 13'-6"

14'-9"

6"

6'-6"

3" (TYPICAL)

6'-9"

NOT TO SCALE

ALL BACKWALL SPLICES SHALL

OCCUR WITHIN THE LIMITS OF

THE OUTER GIRDERS

2' MIN

1-3/4"2-1/2"

12" 6"

X

4"

BRIDGE SUPERSTRUCTURE

DIAPHRAGMS AND DIAGONAL

BRACING ARE NOT SHOWN FOR

CLARITY

NOTE: PREBORE 13/16" Ø

HOLES FOR 3/4" BOLTS

1'-6" MINIMUM

6'-0"

LC

SYM ABOUT CENTER

LC CL

CL CL

4'-9"

7'-0"

BOLT BACKWALL TO OUTSIDE GIRDERS

THROUGH LIFT HOLES PROVIDED IN

GIRDER BACKPLATES. USE 7/8" Ø x 6" BOLTS w/ MALLEABLE IRON WASHERS

EACH END.

IN LIEU OF EXTENDING END BRACE, BRACE MAY BE CUT

OFF AT GROUND LEVEL IF ANCHORED TO A DEADMAN

SPACERS CUT FROM BACKWALL PLANKS

*SPACER SPIKES (30' SPAN ONLY)

*MALLEABLE IRON WASHERS

*END BRACE AND SPLICE BOLTS:

MALLEABLE IRON WASHERS

END BRACES (GRADED NO.2):

*SPLICE PIECES (GRADED NO.2):

BACKWALL PLANKS (GRADED NO.2):

FOOTING TIMBERS (GRADED NO.1):

BILL OF MATERIALS - ONE ABUTMENT

50' SPAN

50' SPAN

40' SPAN

30' SPAN

20' SPAN

STEEL ANGLE

SUPPORT ANGLE BOLTS

LAG BOLTS

LAG BOLTS

BACKWALL BOLTS

FOOTING BOLTS

HARDWARE

40' SPAN

30' SPAN

20' SPAN

40' & 50' SPANS

30' SPAN

20' SPAN

30',40' & 50' SPANS

20' SPAN

TREATED TIMBER:

50' SPAN

40' SPAN

30' SPAN

20' SPAN

ITEM

5110"3/4"Ø34

*NUMBER MAY VARY

70d 3/4"Ø 3/4"Ø 3/4"Ø 3/4"Ø 3/4"Ø

7"

3/4"Ø 3/4"Ø 3/4"Ø 3/4"Ø

6"x4"x1/2" 7/8"Ø 3/4"Ø 3/4"Ø 1-1/8"Ø 7/8"Ø 3/4"Ø

4"x12" 4"x12"

4"x12" 4"x12" 4"x12"

3 6"

10" 10" 10" 10" 12" 7" 7"

12"

26"

2' 2'

8'-6" 8'-0" 7'-6"

WEIGHT

(LBS)

4"x12" 4"x12" 4"x12" 4"x12"

12"x12"

SIZE

NUMBER

REQUIRED

119 LIN FT

117 LIN FT

101 LIN FT

88 LIN FT

18'

LENGTH

4'-6"

4'-0"

13/16" Ø

(TYPICAL)

TOP OF CURB TO BE 15

inches (min) ABOVE TOP OF

WEARING SURFACE.

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS SD-3

HOONAH RANGER DISTRICT

M.Ritter 5/80

J.Pickens 11/01

E.Oman 03/03 Autocad file name 28 39

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:04/03

STANDARD SPREAD FOOTING FOR 20', 30', 40' & 50'

HAMILTON "E-Z" BRIDGES

THIS DESIGN IS FOR HAMILTON "E-Z" BRIDGES

ONLY. SUBMIT DESIGNS FOR OTHER BRIDGES

TO THE C.O. FOR APPROVAL.

LC

SPACER JOINED TO UPPER

PLANK WITH 70d SPIKES, 2' C-C AND AT SPLICE.

START SPIKES 6" FROM

PLANK END. PREBORE

9/64" Ø HOLES

BACKWALL DETAILS

TOP VIEW

NOT TO SCALE

NOTE: BRIDGE SUPERSTRUCTURE ABOVE GIRDERS

AND END BRACE BOLTS ARE NOT SHOWN

6" LEG 4" LEG

SUPPORT ANGLE DETAIL

6" x 4" x 1/2" STEEL ANGLE 2' LONG

NOT TO SCALE

NOTE: WALL

MAY BE CUT OFF

AS SHOWN TO

SUIT SITE

CONDITIONS.

FRONT SIDE

IS SHOWN.

INSET BOLTS 3"

FROM PLANK

EDGES AS

SHOWN

SEE END BRACE

BOLT DETAIL

FOR BOLT SPACING

FRONT VIEW

3/4" Ø x14" BOLTS

WITH MI WASHERSFILL SIDE

6" x 12" x 2'-0" SPLICE PIECE

TOP VIEW

BILL OF MATERIALS - ONE ABUTMENT

ITEM

NUMBER

REQUIRED

SIZE

LENGTH

WEIGHT

(LBS)

TREATED TIMBER:

FOOTING TIMBERS

BACKWALL PLANKS

*SPLICE PIECES

END BRACES

HARDWARE:

FOOTING BOLTS

BACKWALL BOLTS

LAG BOLTS

LAG BOLTS

*BOLTS

*MALLEABLE IRON WASHERS

STEEL ANGLE

2 12"x12" 18' 1800

12"x12" 4' 3800 ---- 6"x12" 152 LF 3800 4 6"x12" 2' 100 2 6"x12" 14' 700

4 ---- 2 12" 16

8 3/4"Ø 7" 8

26"

72 3/8"Ø 12" 35 8 3/4"Ø 8" 10

40 3/4"Ø 14" 84 2 6"x4"x1/2" 24" 31

NOTES:

11.BEARING PLATE SIZE AND BOLT HOLE SPACING OF

MODULAR BRIDGE WILL MATCH THE LOCATION AND

EDGE DISTANCE REQUIREMENTS OF THE DESIGN.

SUBMIT ALTERNATIVE DESIGNS TO THE CO FOR

APPROVAL.

1-1/4

BACKFILL AND COMPACT

AROUND END BRACE PRIOR TO

BACKFILLING AGAINST BACKWALL

BACKWALL

SELECT BACKFILL

(REF. SPEC.______)

BACKWALL EVEN WITH TOP OF DECK CROSS TIES FOR

TEMPORARY INSTALLATIONS.

EXTEND RUNNING PLANKS OVER TOP OF BACKWALL

FOR PERMANENT INSTALLATIONS.

NOTE: END BRACE BOLTS ARE NOT SHOWN

BOLT BACKWALL TO OUTSIDE GIRDERS THROUGH

LIFT HOLES PROVIDED IN GIRDER BACKPLATES

USE 7/8" Ø x 7-1/2" BOLTS w/ MALLEABLE

IRON WASHERS EACH END.

DO NOT

FIELD CUT

EXPOSED

END PLANKS

3/4" Ø x 14" BOLTS WITH

MI WASHERS (TYPICAL). SEE

END BRACE BOLT DETAIL FOR

BOLT SPACING

6" x 12" END BRACE

CUT TO FIT AS SHOWN

END BRACE BOLT DETAIL

NOT TO SCALE

END BRACE

BACKWALL PLANK 4"

4"

4"

3" (TYPICAL)

ALL BACKWALL SPLICES SHALL OCCUR

WITHIN THE LIMITS OF THE OUTER GIRDERS

NOT TO SCALE

CL

1-1/8" Ø x 12" LAG BOLTS IN

13/16" Ø PREBORED HOLES.

H0LES LOCATED AS SHOWN

(TYPICAL)

6" x 4" x 1/2" STEEL ANGLE BACKWALL SUPPORT.

6" ANGLE LEG LOCATED AGAINST BACKWALL

PLANKS (SEE ANGLE DETAIL)

LC

6" x12" BACKWALL PLANKS

BRIDGE SUPERSTRUCTURE DIAPHRAMS

AND DIAGONAL BRACING ARE NOT

SHOWN FOR CLARITY

NOT TO SCALE

BACK VIEW FRONT VIEW

6" x 4" x 1/2" SUPPORT ANGLE. 6" LEG

AGAINST BACKWALL (SEE DETAIL)

NOTE: SPACER SPIKES ARE NOT SHOWN

2'-0"

MIN.

3/4" Ø x 7" LAG BOLTS

PREBORE 13/16" Ø

(TYPICAL)

FOOTING PLANKS

FOOTING CROSS TIMBERS

MALLEABLE IRON WASHERS

*SPIKES

SPIKES

BOLTS

NUMBER MAY VARY WITH LENGTH OF PLANKS USED

*ASSUMES SPACERS CUT FROM FULL SIZE PLANKS

2 6"x12" 18' 900

3/4"Ø 3/4"Ø

2 7/8"Ø 7-1/2" 4 7/8"Ø

4 1-1/8"Ø

14 70d 7" 2

CL

TOP VIEW

EXPLODED FRONT VIEW

3/4" Ø x 26" BOLTS WITH MALLEABLE IRON

WASHERS EACH END (TYPICAL)

6" x 12" PLANK3/8" x 12" SPIKES (TYPICAL)

NOTE: PREBORE

13/16" Ø

BOLT HOLES

PRIOR TO TREATING

TIMBERS. PREBORE

9/32" Ø HOLES

FOR 3/8" Ø SPIKES.

12" x 12" x 4'-0" CROSS TIMBERS (TYP)

12" x12" x 18'-0"

TIMBERS

SIDE VIEW

3" (TYPICAL)

6" x 12" x 18'-0"

PLANKS

TYPICAL BACKWALL

BACKWALL CUTOFF

DETAIL

6" (TYPICAL)

BACKWALL PLANK SPLICE DETAIL

1'-31 2"

SIDE VIEW

NOT TO SCALE

NOT TO SCALE

6" x 12" BACKWALL PLANKS

15'-6" 14'-3"

13'-0"

11'-8"

6'-3"

9'-0"

7'-9"

6" x 12" RANDOM

LENGTH BACKWALL

PLANKS (TYPICAL)

LC

BRIDGE

4'-0" 2'-0"

3" (TYPICAL)

6"

6"

1-3/4"2-1/2"

2' 6"

3"

NOT TO SCALE

FOOTING FABRICATION DETAILS

ANGLE SUPPORT

NOT SHOWN

1'-6" MIN.

ANGLE SUPPORT

NOT SHOWN

13/16" Ø

(TYPICAL)

2'-6" 13'-0" 2'-6"

3"

4"

2' MIN.

BEARING PLATE INSET

3" FROM EDGE OF

FOOTING TIMBER

IN LIEU OF EXTENDING END BRACE, BRACE

MAY BE CUT OFF AT GROUND LEVEL IF

ANCHORED TO A DEADMAN

3/4" Ø x 8" BOLTS

IN 13/16" Ø HOLES.

USE M.I. WASHER

ON TIMBER SIDE

(TYPICAL)

TOP OF CURB TO BE 15

inches (min) ABOVE TOP

OF WEARING SURFACE.

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS SD-4 SUBSTRUCTURE

HOONAH RANGER DISTRICT

M.Ritter 5/80

J.Pickens 11/01

E.Oman 3/03

3/06 ADDED NOTE 11 T. LAURENT

Autocad Drawing Name 29 39

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:04/03

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:03/05

2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS SD 410 WELDED STEEL PLATE GIRDERS

HOONAH RANGER DISTRICT

30 39

'-6

4'-0"

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

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HM JAN. 2017

HM JAN. 2017

ACAD.DWG

31 39

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32 39

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2017 HOONAH BRIDGE REPAIRS AND REPLACEMENTS SPREAD FOOTING FOR 3-GIRDER GLULAM BRIDGES

HOONAH RANGER DISTRICT

DL 01/2017

DL 01/2017

ACAD.DWG

36 39

DESIGNED ROADWAY WIDTH 16 FT MIN.

EXISTING

TYPICAL AGGREGATE OVERLAY SECTION

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

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ENGINEERING & RECREATION TNFTYP:09/04

HOONAH BRIDGE REPAIRS AND REPLACEMENTS TYPICAL AGGREGATE OVERLAY SECTION

HOONAH RANGER DISTRICT

BURKE 1/13

SCHMOHL 7/1/2008

V. HAZEL 1/13

37 39

CL

2% 2%

RECONDITIONED SUBGRADE

EXISTING GROUND

HAUL FOR AGGREGATE IS INCIDENTAL TO PAY ITEM 301(03). NO

SEPARATE PAYMENT WILL BE MADE FOR HAUL.

IN THOSE AREAS WHERE THE EXISTING ROAD, AFTER RECONDITIONING, IS

WIDER THAN THE DESIGNED WIDTH OF AGGREGATE, CENTER THE LIFT OF

AGGREGATE ON ROAD SURFACE AND FEATHER TO EXISTING SHOULDERS.

IN TURNOUT, TURNAROUND AND INTERSECTION AREAS, PLACE THE

ADDITIONAL WIDTH OF AGGREGATE ADJACENT TO CENTERLINE LIFT AND

COMPACT TOGETHER.

CONSTRUCT AGGREGATE FILL SLOPES TO 1(V):2.0(H).

CROWN THE SUBGRADE AND FINISHED GRADE TO 2 PERCENT.

THE CONTRACTOR SHALL DETERMINE THE CORRECT LOOSE DEPTH FOR

SPECIFIED COMPACTED LAYER THROUGH THE USE OF TEST STRIPS.

FINISHED DIMENSIONS OF PLACED AGGREGATE

COMPACTED IN PLACE AGGREGATE

ROAD RUNNING SURFACE

TURNOUTS

TURN AROUNDS

INTERSECTIONS

6 IN. DEPTH

16 FT. WIDTH

50 FT. LENGTH X 10 FT. WIDTH

WITH 25 FT. TAPERS EACH END

COMPACTED AGGREGATE LIFT

20 FT. LENGTH X 14 FT. WIDTH

10 FT. LENGTH X 20 FT. WIDTH

GENERAL NOTES

1.

2.

3.

4.

5.

DRAWING IS NOT TO SCALE

THIS AREA TO BE CLEARED ONLY IF

ROAD

DEVELOPMENT PLAN

TO THE BACKWALL BENCH.

REHABILITATION PLAN

REQUIREMENT IS WAIVED BY THE COR.

OF THE ACCESS ROAD WITH ROAD NO. 6030 AND BY ROUGHING UP THE ACCESS

THE ACCESS ROAD WILL BE OBLITERATED BY CUTTING A DITCH AT THE JUNCTION

PROVISIONS FOR FUTURE QUARRY ACCESS WILL BE PROVIDED UNLESS THIS

ACCESS ROAD SURFACES, WILL BE SEEDED AND FERTILIZED IN ACCORDANCE WITH

ALL DISTURBED AREAS, SUCH AS OVERBURDEN PILES, BENCH SURFACES, AND

A MINIMUM OF 12-IN OF OVERBURDEN WILL BE EVENLY SPREAD OVER THE

ALL OVERSIZE ROCK WILL BE PLACED AGAINST THE SIDES OF THE QUARRY NEXT

QUARRY DEVELOPMENT PLAN

DECKED IN THE MUSKEG LEFT OF 27+20

ALL MERCHANTABLE TIMBER WILL BE REMOVED FROM THE QUARRY SITE AND

OVERBURDEN WILL NOT BE PLACED IN THE SMALL STREAM BORDERING THE QUARRY.

QUARRY IS LOCATED RIGHT OF STA 27+58 ON ROAD NO. 6030

QUARRY DEVELOPMENT TYPICAL SHEET.

TEST SHOT OF APPROX. 2000 CU. YD. IS PLANNED.

DEVELOPMENT WILL COMPLY WITH THE GENERAL NOTES SHOWN ON THE PIT &

ROAD AND ROAD NO. 6030

CONTAINED BETWEEN THE ACCESS

THE OVERBURDEN CANNOT BE

TIMBER FROM QUARRY SITE

DECKED IN MUSKEG

CLEARING LIMIT FLAGGED

2+720

ROAD SURFACE.

CONTRACTOR DATE

2.

3.

4.

5.

SPECIFICATIONS.

QUARRY FLOOR.

1.

2.

3.

4.

1.

ELEV 1160

APPROX.

OBD

DISTRICT RANGERCOR DATE DATE

40-FT

15-FT MIN

CROSS SECTION VIEW

3% SLOPE

68%

OBD

ACCESS

ROADLC

CL

72%

SOIL

APPROX.

ELEV 1260

OBD

RD. NO. 6030

PLAN VIEW

ESTIMATE OF VOLUME = 24,850 CU. YD.

OVERBURDEN

ACCESS ROAD

STREAM

18-IN CMP

15-FT MIN

TOTAL POUNDS OF POWDER IN SHOT

(INCLUDING PRIMERS) = 3204 lbs.

MAX. POUNDS OF POWDER PER 8 ms DELAY = 1090

POWDER FACTOR = 1.2 lb. PER CUBIC YARD

NAME OF BLASTER IN CHARGE = BOREHOLE BERRY

PLANNED SHOT DATE = JUNE 15, 2015

NUMBER OF CUBIC YARDS IN SHOT = 2670

"HI DRIVE" PRIMER WITH 125 to 250 ms DU PONT ELECTRIC

BLASTING CAP LOCATED AT

BOTTOM OF HOLE WITH ONE

3-IN x 6-IN STICK OF TOVEX

USED FOR CUSHION.

TYPICAL LOADED HOLE

5-FT STEMMING

3.5-IN DIA HOLE

m s

19,620 CU.YD.

TYPE OF EXPLOSIVES = TOVEX 800, 3" X 16"

SECOND

QUARRY BLASTING PLAN

RIGHT OF STA. 27+58 ON ROAD NO. 6030

THIS PLAN IS FOR THE FIRST TEST SHOT IN THE QUARRY

ACTUAL MILLESECOND DELAY USING

FIRING SEQUENCE - SEQUENCE OF DELAYS

IS THE SAME FOR ALL 5 ROWS

PRODUCTION

STA 27+58

LOCATED IN BOTTOM OF HOLE

TOTAL NUMBER OF HOLES IN SHOT = 45

TYPE OF PRIMER & LOCATION IN HOLE =

STEMMING = 5-FT

BURDEN = 8-FT

DENSITY = 20 lbs./cu. yd.

2" DIA STICK OF HI DRIVE

HOLE DEPTH = 10-FT to 30-FT

BOREHOLE SIZE = 3.5-IN

SPACING = 10-FT

SHOT

SEQUENTIAL TIMER

16 3

SEQUENTIAL TIMER

FR

EE FA

C E m s m s m s m s m s m s m s m s

RD. NO. 6030

PRODUCTION

SHOT

TEST SHOT

13,080 CU.YD.

FIRST

FLOOR

QUARRY

RO

CK F

AC

E

EXIST.

M A X.

15'

MIN

MIN

15'

MIN

15'

CLEARING LIMITS

OVERBURDEN

M A X.

E.O.P.

MP XX.XX

E.O.P.

MP XX.XX

RD. XXXXX RD. XXXXX

R D

XX

XX

X

RD

. X

XX

XX

TO

XX

X M .A

.F.

MP XX.XX =

MP XX.XX

LEGEND

DESIGNATED MATERIAL SOURCE

(ROCK QUARRY)

DIRECTION OF HAUL

MP MILE POST

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

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ENGINEERING & RECREATION TNFTYP:02/05

HOONAH BRIDGE REPAIRS AND REPLACEMENTS PIT & QUARRY DEVELOPMENT

HOONAH RANGER DISTRICT

X. XXXXXXX XX/XX/XX

SJC 2/24/05

K.BRAY 2/24/05

03/14 powder factor RJ

XX/XX/XX XXXXXXXXXXXXX X.XXXXXX

XX/XX/XX XXXXXXXXXXXXX X. XXXXXX

pit_and_quarry_rev.DWG 38 39

NOTES

ALL PITS AND QUARRIES SHALL BE APPROVED IN WRITING BY THE C.O. PRIOR TO

EXPLORATION, CLEARING OR DEVELOPMENT.

REMOVE ALL OVERBURDEN TO SOLID ROCK FOR A MINIMUM DISTANCE OF 15'

FROM THE WORKING FACE.

SLOPE THE CUT BANK OF THE OVERBURDEN TO THE NATURAL ANGLE OF REPOSE

BUT IN NO CASE STEEPER THAN 1:1.

WITHIN THE CLEARING LIMITS:

- MAXIMUM STUMP HEIGHT SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.

- STABLE TREES UP TO 6" dbh NEED NOT BE CUT IF THEY WILL NOT INTERFERE WITH

BACK SLOPE STABILITY.

- STUMPS AND BRUSH MAY BE LEFT IN PLACE, EXCEPT THAT ALL STUMPS THAT

PROTRUDE FROM EXCAVATED BANKS OR THAT HAVE THE POTENTIAL TO BECOME

DISLODGED AT ANY LATER DATE SHALL BE REMOVED.

DISPOSE OF OR STOCKPILE FOR LATER USE ALL OVERBURDEN, CLEARING,

MERCHANTABLE TIMBER AND GRUBBING DEBRIS AS SHOWN ON THE QUARRY

DEVELOPMENT PLAN.

FELL ALL DEAD TREES AND SNAGS WHICH ARE SUFFICIENTLY TALL TO REACH THE

WORK AREA.

LEAVE THE PIT/QUARRY IN A NEAT, ORDERLY AND WELL-DRAINED CONDITION.

REMOVE ALL OVERHANGS AND LOOSE ROCK.

AFTER EXCAVATION IS COMPLETE CLEAN THE AREA AND LEAVE AS SHOWN ON

THE QUARRY DEVELOPMENT PLAN. TREAT ANY ACCESS ROAD AS SHOWN ON THE

QUARRY DEVELOPMENT PLAN.

TEST SHOTS OF 1300 to 2600 CUBIC YARDS ARE REQUIRED AT ALL QUARRY SITES

IF DESCRIBED IN THE SPECIFICATIONS.

LEAVE NO MORE THAN 5% BY VOLUME OF OVERSIZE MATERIAL IN THE QUARRY.

BREAK DOWN ANY MATERIAL OVER THIS VOLUME AND USE AS SPECIFIED IN

SECTIONS 651.

PROVISIONS FOR FUTURE QUARRY DEVELOPMENT ACCESS WILL BE PROVIDED,

UNLESS THIS REQUIREMENT IS WAVED BY THE CO.

INSTALL AND MAINTAIN A COMMERCIALLY AVAILABLE RAIN GAUGE MEASURING IN

UNITS OF INCHES AND FRACTIONS OF INCHES IN ACCORDANCE WITH SECTION

205.08.

HAUL WILL NOT BE ALLOWED BEYOND DESIGNATED SOURCES UNLESS OTHERWISE

SHOWN ON THE DRAWINGS OR AGREED TO BY THE CO.

SEED AND FERTILIZE ALL DISTURBED AREAS SUCH AS OVERBURDEN PILES AND

BENCH SURFACES IN ACCORDANCE WITH SECTION 625.

SAMPLE QUARRY DEVELOPMENT PLAN SAMPLE QUARRY BLASTING PLAN

HAUL DIAGRAM

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

13.

11.

12.

14.

50'-0"

10'-0"

TYPICAL

TYPICAL

50'-0"

TYPICAL

DITCH FLOWDITCH FLOW

S

TR

EA

M

F

LO

W

PLACE SILT FENCE ALONG WATERWAY,

TERMINATE AT END OF CUT, TYPICAL

STRAW BALES, CENTERED IN DITCH LINE

SILT FENCE, TYPICAL

SILT FENCE, SECURE AROUND INLET

TO KEEP DEBRIS OUT OF STREAM

SILT FENCE, TYPICAL

APPROX. 6 ' APPROX. 6'CENTER ON DITCHTYPICAL

135°

135°

DITC

H FL

OW

STRAW BALES (2)

'-6

'-0

GEOTEXTILE FABRIC FILTER CLOTH,

SECURE TO TOP OF POSTS

WOVEN WIRE FENCE FABRIC

BOTTOM OF SILT FENCE BURIED

IN TRENCH MINIMUM 6" DEPTH

SECURE EACH BALE W/

AT LEAST 2 STAKES BURIED

MINIMUM 12" DEPTH

DITCH FLOW

APPROX. 10' TYPICAL

POST

WOVEN WIRE FABRIC

GEOTEXTILE FABRIC

BRUSH BARRIER

SEE NOTES

GEOTEXTILE FABRIC, BURY

BOTTOM EDGE ±6"

ROAD FILL SLOPE

EXIST.

GROUND

VARIES 3' TO 5' VARIES 5' TO 10'

TYPICAL SEDIMENT CONTROL AT CULVERTS

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:01/05

HOONAH BRIDGE REPAIRS AND REPLACEMENTS EROSION CONTROL DEVICES

HOONAH RANGER DISTRICT

X. XXXXXXX XX/XX/XX

SJC 01/2005

K. BRAY 01/2005

XX/XX/XX XXXXXXXXXX X. XXXXXX

XX/XX/XX XXXXXXXXXXXXX X.XXXXXX

XX/XX/XX XXXXXXXXXXXXX X. XXXXXX

ACAD.DWG

39 39

NOTES:

SILT FENCE CONSISTS OF WOVEN WIRE FENCE FABRIC WITH A MAXIMUM 6 INCHES MESH, MINIMUM HEIGHT

30 INCHES.

THE CO MAY REQUIRE ADJUSTMENTS TO ACTUAL LENGTHS OR LOCATIONS TO FIT FIELD CONDITIONS.

INSPECT SILT FENCES AFTER EACH RUNOFF EVENT AND IMMEDIATELY REPAIR ALL EROSION ALONG EDGES

AND BOTTOM.

ACCUMULATED DEPTH OF SEDIMENT SHALL NOT EXCEED ONE HALF THE ORIGINAL HEIGHT OF THE SILT FENCE.

IN AREAS DESIGNATED FOR BRUSH BARRIERS, LIMIT CLEARING TO TREES, SHRUBS AND PLANTS LESS THAN 4

INCHES IN DIAMETER. GRUBBING SHALL NOT BE PERFORMED IN THESE AREAS.

BRUSH BARIER SHALL BE CONSTRUCTED APPROX. PARALLEL TO ORIGINAL GROUND CONTOUR. USE WELL-INTERMINGLED MASS OF BRUSH, TREES, TRIMMINGS, ETC. BARRIER SHALL BE POROUS ENOUGH TO ALLOW WATER TO FILTER THROUGH. SECURE BY PLACING HEAVIER MATERIAL (TREES, LOGS, ETC.) ON TOP

OF AND THROUGHOUT THE BRUSH.

ADJOIN BRUSH BARRIER WITH ROADWAY SLOPE ON THE LOW END AS NEEDED TO CONTAIN SEDIMENTS.

3.

4.

2.

1.

TYPICAL SILT FENCE INSTALLATION FOR DITCHES

POST

TYPICAL SEDIMENT CONTROL AT CULVERTS

TYPICAL BRUSH BARRIER

5.

6.

7.