3. Upper Golden Trout Bridge Plans.pdf

VICINITY MAP

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE, REGION 5

FEATHER RIVER RANGER DISTRICT

PLUMAS NATIONAL FOREST

UPPER GOLDEN TROUT CROSSING

BUTTE COUNTY, CALIFORNIA

CONSTRUCTION PLANS FOR:

NORTHERN CALIFORNIA LOCATION MAP

R 8E

R 7E

PROJECT

LOCATION

FOREST SUPERVISOR

REGIONAL BRIDGE ENGINEER

APPROVED:

RECOMMENDED:

DATE

DATE

USFS REGION 5

PLUMAS NATIONAL FOREST

REGIONAL DIRECTOR OF ENGINEERING

APPROVED:

DATE

USFS REGION 5

T20N

T21N

BRIDGE REPLACEMENT

NFSR 22N24, MP 4.7

ENGINEERS

PLANNERS

SURVEYORS

MATERIAL SOURCES

GOVERNMENT FURNISHED

Waste Site

CONTRACTOR FURNISHED

ALL OTHER MATERIALS

INDEX TO SHEETS

NO. DESCRIPTION

1 TITLE SHEET

2 SUMMARY OF QUANTITIES

3 GENERAL NOTES

PROJECT CONTROL & TYPICAL

SECTIONS

5 RELIEF CULVERT DETAILS

GENERAL TRAFFIC CONTROL

REQUIREMENTS

7 - 8 ROADWAY PLAN & PROFILE

9 BRIDGE GENERAL LAYOUT

10 EXCAVATION & BACKFILL

11 FOUNDATION PLAN

12 - 15 ABUTMENT PLANS & ELEVATIONS

16 ABUTMENT DETAILS

17 SUPERSTRUCTURE PLAN

18 - 20 SUPERSTRUCTURE DETAILS

21 DECK DETAILS

22- 23 BRIDGE RAIL DETAILS

24 - 26 APPROACH RAIL DETAILS

XS1 - XS3 ROAD CROSS SECTIONS

Crescent City Yreka

Mount Shasta

REDDING

Eureka

Chico

Lake South Tahoe

SACRAMENTOSanta Rosa

Stockton OaklandSAN FRANCISCO

Mammoth Lakes

SAN JOSE

PROJECT

LOCATION

FOREST APPROVAL

REGIONAL APPROVAL

R-1688

WASTE SITE

CQ= Contract Quantity (See SECTION 109.02(b) of the STANDARD SPECIFICATIONS)

BID SCHEDULE

ITEM

NO. ITEM DESCRIPTION UNIT QUANTITY COMMENTS

15101 MOBILIZATION Lump Sum ALL

15221 CONSTRUCTION SURVEYING AND STAKING Lump Sum ALL LICENSED SURVEYOR REQUIRED

15401 CONTRACTOR TESTING Lump Sum ALL CONCRETE & COMPACTION TESTING

15713 SOIL EROSION & POLLUTION CONTROL Lump Sum ALL INCLUDES DEWATERING. SEE GENERAL NOTES.

20302 REMOVAL OF EXISTING BRIDGE, DISPOSAL METHOD A Each 1

20401 UNCLASSIFIED BORROW, COMPACTION PLACEMENT 2,

TOLERANCE CLASS A Cubic Yard 230 CQ CONTRACTOR FURNISHED FROM A COMMERCIAL

SOURCE (IN PLACE QUANTITY).

20421 DRAINAGE EXCAVATION, DRAINAGE SWALE Each 1 INCLUDES RIPRAP AND GEOTEXTILE.

20701 EARTHWORK GEOSYNTHETICS, TYPE IV REINFORCEMENT

GEOGRID

Square Yard 890 CQ

20802 FOUNDATION FILL, GEOGRID REINFORCED FILL Cubic Yard 335 CQ CONTRACTOR FURNISHED FROM A COMMERCIAL

SOURCE (IN PLACE QUANTITY).

20803 STRUCTURAL BACKFILL Cubic Yard 305 CQ CONTRACTOR FURNISHED FROM A COMMERCIAL

SOURCE (IN PLACE QUANTITY).

20806 STRUCTURE EXCAVATION Lump Sum ALL SUBMIT EXCAVATION PLAN FOR APPROVAL BEFORE

BEGINNING WORK.

25101 PLACED RIPRAP, CLASS 2, ACCEPTANCE METHOD B Cubic Yard 20 CQ

25107 GROUTED RIPRAP, CLASS 4 Cubic Yard 280 CQ CONTRACTOR FURNISHED MATERIAL FROM A

COMMERCIAL SOURCE (IN PLACE QUANTITY).

30208 CRUSHED AGGREGATE, SURFACING, COMPACTION METHOD 2 Cubic Yard 95 CQ CONTRACTOR FURNISHED MATERIAL FROM A

COMMERCIAL SOURCE (IN PLACE QUANTITY).

55201A STRUCTURAL CONCRETE, CLASS A(AE), ABUTMENTS Cubic Yard 110 CQ

55201B STRUCTURAL CONCRETE, CLASS A(AE), DECK & BACKWALLS Cubic Yard 50 CQ

55401 REINFORCING STEEL, GRADE 60, ABUTMENTS, DECK &

BACKWALLS Lbs 21170 CQ

55502

STRUCTURAL STEEL, BRIDGE SUPERSTRUCTURE, FURNISH,

FABRICATE, TRANSPORT, AND INSTALL Lbs 81500 CQ

55601 TYPE T-101 STEEL BRIDGE RAILING Linear Foot 207 CQ

60201 18" PIPE CULVERT, STEEL GAUGE 16, COMPACTION METHOD 6 Linear Foot 48 CQ COMMERCIAL SOURCE

61702 TERMINAL SECTION, TYPE I, CLASS A Each 4

61706 GUARDRAIL TRANSITION SECTION, TYPE I, CLASS A Linear Foot 50 CQ

62504 SEEDING, DRY METHOD WITH MULCH Lump Sum ALL INCLUDES MULCH.

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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REGION 5

PACIFIC SOUTHWEST REGION

SUMMARY OF

QUANTITIES

Mar-24

R-1688-02

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

SPECIFICATIONS: Construct the project in compliance with Federal Highway Administration Standard Specifications for Construction of Road and Bridges on Federal Highway Projects (FP-14) and applicable Forest Service Supplemental Specifications (FSSS).

DEWATERING & EROSION CONTROL PLAN: Submit a Dewatering and Soil Erosion and Sediment Control Plan to the Contracting Officer for approval at least thirty (30) days prior to beginning work. See Section 157 of the Supplemental Specifications for details. Construct temporary means to divert the flow of the live stream as necessary to perform work, including dewatering for bank construction and replanting. Do not pump water from excavations directly into the live stream. See Stream Dewatering Requirements on Sheet 10.

BIO MONITORING: A bio monitor for monitoring amphibians and pond turtles is required to be on site for any ground or in-stream activities. The bio monitor shall be provided by the contractor.

STREAM CROSSINGS: Contractor will not be allowed to cross the live stream during construction unless otherwise approved by the CO.

DISPOSAL: All materials designated for removal become the property of the Contractor and are to be disposed of by removing off government property in an environmentally safe manner in accordance with all Local, State and Federal requirements. Only waste soil material shall be disposed of at the waste site designated by USFS.

TEMPORARY TRAFFIC CONTROL: Submit a Temporary Traffic Control Plan to the Contracting Officer for approval at least 30 days prior to intended use.

EXISTING UTILITIES: Location of existing utilities is unknown. The contractor is responsible for locating all utilities prior to any excavation activities and coordinating with the appropriate utility companies to have utilities moved as necessary to complete the project. Damage to any existing utilities will be repaired at the Contractor's expense.

WASTE SITE: A waste site is designated by the CO within 5 miles of the project site. See project specifications for exact location.

GENERAL NOTES

CONCRETE: Use Class A(AE) for all cast-in-place, non-prestressed concrete with F'c = 4500 psi at 28 days and an entrained air content of 5% ± 1%.

Make all concrete in accordance with an approved mix design. Chamfer all exposed edges of concrete 3/4" and fillet all acute angles 3" unless otherwise noted.

REINFORCING STEEL: Use non-prestressed reinforcing of the deformed type conforming to AASHTO M31 (ASTM A615), Grade 60. Concrete cover shall be as shown; where not shown it shall conform to AASHTO. Cut and bend steel in accordance with ACI 315.

STRUCTURAL STEEL: Use superstructure weathering steel shapes, plates and bars conforming to the requirements of AASHTO M270, Grade 50W (ASTM A709, Grade 50W). Use bolts conforming to AASHTO M 164 (ASTM F3125 Grade A325) Type 3 with Type 3 nuts & washers. The steel fabricator must be certified by AISC (American Institute for Steel Construction) in the Simple Bridges Category. Use structural steel made of new material. Provide certified copies of mill test reports for all structural steel and bolts.

Main load carrying members subjected to tensile stress (girders) require Charpy V-Notch testing in accordance with ASTM A709 Supplemental Requirements, S83 for Temperature Zone 1.

Use other shapes, plates and bars conforming to ASTM A36 and galvanize in accordance with AASHTO M111 (ASTM A123) except when covered by 1" or more of concrete. Use hardware meeting the requirements of ASTM A307 except as noted. Galvanize hardware in accordance with AASHTO M232 (ASTM A153) unless covered by 1" or more of concrete.

WELDING: Weld in accordance with the Bridge Welding Code, AWS D1.5 with E70XX electrodes. A certified welder is required.

MATERIAL NOTES

BRIDGE DESIGN: This structure is designed for HL-93 loading in accordance with AASHTO LRFD Bridge Design Specifications, 9th edition with current interims.

DESIGN NOTES

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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REGION 5

PACIFIC SOUTHWEST REGION

GENERAL NOTES

Mar-24

R-1688-03

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

CONTROL POINT TABLE

POINT #

CP-1

CP-2

CP-3

CP-4

NORTHING

5000.00

5025.35

4913.73

4903.02

EASTING

1000.00

1131.03

1171.67

1084.55

ELEVATION

3192.70

3188.03

3193.37

3181.22

DESCRIPTION

CP1

CP2

CP3

CP4

CENTERLINE POINTS

POINT #

NORTHING

4906.5249

4949.3024

4959.2244

4967.3642

4973.6404

4975.0858

4978.4873

4983.2547

4988.0220

4992.0703

5016.2248

5016.6260

5018.1039

5022.6888

5033.6234

5048.8116

5058.9299

5066.8380

5083.0782

5085.2649

5103.0323

5131.3180

EASTING

1300.1596

1252.3920

1235.0363

1216.7768

1197.7959

1192.2514

1178.3927

1158.9692

1139.5457

1123.0519

1024.6395

1023.0047

1016.9834

1003.9910

987.3260

974.4184

969.1510

965.8226

958.9873

958.0478

948.8937

927.4145

ELEVATION

3201.34

3199.61

3198.23

3197.21

3196.98

3196.53

3196.20

3196.23

3196.40

3196.40

3196.38

3196.32

3196.19

3196.25

3196.65

3197.03

3197.39

3198.33

3198.47

3199.89

DESCRIPTION

STA 00+15.60 PC

STA 00+80

STA 01+00

STA 01+20

STA 01+40

STA 01+45.73 PT

STA 01+60

STA 01+80

STA 02+00

STA 02+16.98

STA 03+18.32

STA 03+20

STA 03+26.20 PC

STA 03+40

STA 03+60

STA 03+80

STA 03+91.42 PT

STA 04+00

STA 04+17.62 PC

STA 04+20

STA 04+40

STA 04+75.59

LAYOUT POINTS

POINT #

NORTHING

4980.0667

5004.6698

5003.6253

5028.2284

EASTING

1118.8186

1124.8572

1022.8341

1028.8728

ELEVATION

3179.38

3179.38

3179.38

3179.38

DESCRIPTION

Abutment 1

Abutment 1

Abutment 2

Abutment 2

CENTERLINE POINTS

POINT #

NORTHING

5022.8091

5018.4398

5003.4504

4988.4610

EASTING

978.1656

974.3060

961.0652

947.8244

ELEVATION

3196.18

3195.82

3194.59

3193.35

DESCRIPTION

STA 00+14.17

STA 00+20

STA 00+40

STA 00+60

CENTERLINE POINTS

POINT #

NORTHING

4968.6401

4962.9541

4943.1075

4923.2608

4913.3375

EASTING

1159.0550

1158.3467

1155.8744

1153.4020

1152.1659

ELEVATION

3195.96

3195.56

3194.17

3192.77

3192.07

DESCRIPTION

STA 00+14.27

STA 00+20

STA 00+40

STA 00+60

STA 00+70

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 7/2

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REGION 5

PACIFIC SOUTHWEST REGION

PROJECT CONTROL &

TYPICAL SECTIONS

Mar-24

R-1688-04

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

PROJECT CONTROL

Scale: 1:100

Existing Bridge

Existing Edge of Road, Typ.

LEGEND EXISTING FEATURES

Existing Edge of Water Major Contour (5') Minor Contour (1')

Existing Edge of Road

Existing Bridge

Existing Guardrail

SO

U

TH

F

O

RK

FE

AT

H

ER

R

IV

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8'-0" min.

14'-2" max.

8'-0" min.

14'-2" max.

16'-0" min.

28'-4" max.

1'-0"

ROAD TYPICAL SECTION

Not to Scale

Crushed Aggregate Surfacing 4" compacted thickness

Centerline Road

Profile Grade

1'-0" 1'-0"

5'-0" min. 5'-0" min.

Clearing Limits Clear to: Toe of fill, Cut daylight, or 5' min. shown.

1.5

-2%-2%

1.5

Existing Restroom

Existing Restroom

To NFSR22N27

To Sly Creek

Reservoir

ROAD SECTION AT ABUTMENT

Not to Scale

Crushed Aggregate Surfacing 4" Compacted Thickness

Centerline Road

Profile Grade

8'-0" 8'-0"

21'-4"

-2%-2% 1

Transition to 0% Cross Slope at Bridge.

2'-8" 2'-8"

16'-0"

New Concrete Abutment, Typ.

CP-2

CP-3

CP-4

CP-1

SURVEY CONTROL POINTS

* Survey performed by USFS was a relative survey. Northings and Eastings are not real-world coordinates.

ROAD CENTERLINE POINTS

FOUNDATION LAYOUT POINTS

* Layout points are to the bottom of the footing.

NOTE: See road cross sections for superelevation definition away from bridge.

WEST APPROACH ROAD CENTERLINE POINTS EAST APPROACH ROAD CENTERLINE POINTS

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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REGION 5

PACIFIC SOUTHWEST REGION

REFLIEF CULVERT

DETAILS

Mar-24

R-1688-05

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

2' M in

WEST RELIEF CULVERT

Not to Scale

2' Min.

18"Ø Pipe Culvert

1' Min.

2' Min.

2' M in

Tie in Riprap to Existing Slope.

Class 2 Riprap, Typ.

24'

2' M in

EAST RELIEF CULVERT

Not to Scale

2' Min.

18"Ø Pipe Culvert

1' Min.

2' Min.

2' M in

Tie in Riprap to Existing Slope.

Class 2 Riprap, Typ.

24' Bedding Material, 4" Compacted Thickness

Min. & Max. Cover per MFR Requirements

New Culvert

Aggregate Surface Course, See Typical Section

Finished Grade

Backfill

Roadway Embankment

1.5'

CULVERT BACKFILL DETAIL

Not to Scale

FRONT VIEW

Placed Riprap Per Plan

Finished Subgrade

New Culvert

Existing Ground

5'

CULVERT INLET RIPRAP DETAIL

Not to Scale

1' Min.

1' Min.

10' Min.

15' Min.

NOTE: Field fit as required.

Section views are looking down station on approaches.

0.0%

0.0%

Existing Ground

Existing Ground

1. SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW PER SECTION 156 OF THE FOREST SERVICE SUPPLEMENTAL

SPECIFICATIONS (FSSS).

2. THE CONCEPTUAL PLAN SHOWN REPRESENTS THE MINIMUM REQUIREMENTS FOR CLOSURE. THE CONTRACTOR IS RESPONSIBLE TO SUBMIT A TRAFFIC CONTROL PLAN AND FURNISH AND INSTALL ANY ADDITIONAL SIGNS THAT MAY BE REQUIRED BY THEIR OPERATIONS, AND IN ACCORDANCE WITH THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

3. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY THE CO IN WRITING AT LEAST 14 DAYS PRIOR TO ANY

PROPOSED ROAD CLOSURE.

4. PERFORM NO WORK THAT INTERFERES OR CONFLICTS WITH TRAFFIC OR EXISTING ACCESS TO THE ROADWAY SURFACE UNTIL A TRAFFIC CONTROL PLAN HAS BEEN APPROVED. POST CONSTRUCTION SIGNS AND TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH MUTCD. ALL REQUIRED SIGNS WILL BE IN PLACE

AND APPROVED PRIOR TO BEGINNING WORK ON PROJECT.

5. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL TRAFFIC CONTROL SIGNS. IMMEDIATELY REPLACE ANY MISSING OR DEFACED SIGNS. REMOVE ALL SIGNS AND BARRICADES AT THE END OF THE CLOSURE PERIOD.

6. SIGN DISTANCES AND LOCATIONS MAY BE ADJUSTED BASED ON ROAD CONDITIONS

TRAFFIC CONTROL NOTES:

"TRUCKS AHEAD" 36"x36"

"ROAD CLOSED AHEAD" 36"x36"

"ROAD WORK AHEAD" 36"x36"

ROAD CLOSURE BARRICADE, TYPE III

WITH ROAD CLOSED SIGN 30"x18"

LEGEND

1. SIGN DISTANCES AND LOCATIONS MAY BE

ADJUSTED BASED ON ROAD CONDITIONS.

2. SIGNAGE MUST MEET MUTCD STANDARDS.

3. IN ADDITION TO THE SIGNS ABOVE, PLACE A

"ROAD CLOSED AHEAD, XX MILES" WHERE

SHOWN ON THE VICINITY MAP ON THIS SHEET

AND AT ADDITIONAL LOCATIONS NOTED BELOW.

SIGNAGE NOTES

WORK ZONE

ROAD

CLOSED

TYPE III BARRICADE FOR CLOSURE

R11-2 "ROAD CLOSED"

30"x18"

LEFT

SLANT

RIGHT SLANT

VICINITY MAP

4' MIN. 2' MAX.

5'

CONCEPTUAL TRAFFIC CONTROL DIAGRAM

ROAD

CLOSED

ROAD

CLOSED

MIN. 100' 500' 500' 500'

PROJECT

LOCATION

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

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REGION 5

PACIFIC SOUTHWEST REGION

GENERAL TRAFFIC

CONTROL

REQUIREMENTS

Mar-24

R-1688-06

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

ROAD

CLOSED

Additional 'Road Closed Ahead' Sign Locations:

At Feather Falls at intersection of Butte County 27672 (Lumpkin Rd) & NFSR 22N27 (Mill Rd) (39.592967,-121.252391)

Near the Sly Creek Reservoir Boat Launch at the intersection of NFSR 20N91 (Lewis Ridge Rd) & NFSR 22N24 (39.591950,-121.121033)

1+00 2+00 3+00

4+00

PC

: 4

+17 .62

PC

: 3+

26.20

PC: 0+15.60

PT: 4+75.59

PT

: 3

+91 .42

PT: 1+

45.73

CURVE DATA:

R=160.00 L=57.97'

Δ=20°45'31"CURVE DATA:

R=70.00 L=65.22'

Δ=53°23'03"

CURVE DATA:

R=200.00 L=130.13'

Δ=37°16'44"

0+60 1+00 2+00 3+00 4+00 4+60

7.56%

1.00% 0.00% -1.00%

100.00' VC

B V C S

3+

.0

B V C E:

6.

EV

C S

4+

.0

EV

C E:

9.

51PVI STA:3+85.00

PVI ELEV:3195.73

K: 11.68

120.00' VC

B V C S

0+

.0

B V C E:

1.

EV

C S

2+

.0

EV

C E:

6.

23PVI STA:1+40.00

PVI ELEV:3195.63

K: 11.41

S

TA

.0

EL

.3

S

TA

.0

.8

S

TA

.9

.4

S

TA

.3

.4

0 DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 7/2

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REGION 5

PACIFIC SOUTHWEST REGION

ROADWAY PLAN &

PROFILE

Mar-24

R-1688-07

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

PROFILE

Scale: 1" = 30'

PLAN

S O

U

TH

F O

R K

FE

A

TH

ER

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IV

ER

Existing Ground at Centerline Road

Centerline Road Finished Grade

SCALE IN FEET

0 15 30

New Edge of Road

STA 0+80

BEGIN ROAD WORK

MATCH EXISTING

(BEGIN SURFACING)

STA 4+40

END ROAD WORK

MATCH EXISTING

(END SURFACING)

Remove and Dispose Existing Bridge

New Bridge

Centerline Road

8' 8'

8'

Toe of Fill, Typ.

Structure Excavation See Sheet 10

17 CY Cut, 106 CY Fill 10 CY Cut, 106 CY Fill

Existing Restroom

Existing Restroom

New East Campground Approach

New West Campground Approach

Remove and Dispose Existing Structure

CP-2

CP-3

CP-1

Class 4 Grouted Riprap, Typ.

8' 8'

8' 8'

Drainage Relief Ditch and Basin, Paid for Under Item 20421

18"Ø Counter-Sunk Relief Culvert, See Details on Sheet 5.

18"Ø Counter-Sunk Relief Culvert, See Detail on Sheet 5.

Class 2 Riprap around Inlets and Outlets of Relief Culverts, See Details on Sheet 5.

RELIEF DITCH

Not to Scale

1'-6"

9"

9" Layer Class 1 Riprap

Type II Geotextile

1+00 2+00 3+00

4+00

PC

: 4

+17 .62

PC

: 3+

26.20

PC: 0+15.60

PT: 4+75.59

PT

: 3

+91 .42

PT: 1+

45.73

CURVE DATA:

R=160.00 L=57.97'

Δ=20°45'31"CURVE DATA:

R=70.00 L=65.22'

Δ=53°23'03"

CURVE DATA:

R=200.00 L=130.13'

Δ=37°16'44"

STA:1+36.07

OFF:8.00'L

STA:1+32.77

OFF:8.00'R STA:1+73.02

OFF:14.17'R STA:1+93.51

OFF:14.17'R

STA:1+97.52

OFF:11.67'R

STA:1+63.47

OFF:14.17'L

STA:3+69.90

OFF:14.17'L

STA:3+91.42

OFF:8.00'RSTA:3+64.37

OFF:14.17'R

STA:3+42.93

OFF:14.17'R

STA:3+33.51

OFF:11.35'R

STA:1+97.61

OFF:11.67'L

STA:1+92.71

OFF:14.17'L

STA:3+31.45

OFF:11.67'L

STA:3+40.08

OFF:14.17'L

STA:4+17.62

OFF:13.50'L

0+

0+70

0+

0+

0+60

0+00 0+80

-0.46% -6.17%

STA = 0+00.00

EL = 3196.25

STA = 0+14.17

EL = 3196.18

STA = 0+60.00

EL = 3193.35

0+00 0+80

-1.86% -6.97%

STA = 0+00.00

EL = 3196.22

STA = 0+14.27

EL = 3195.96

STA = 0+70.00

EL = 3192.07

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 7/2

4 1 1:

JA

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REGION 5

PACIFIC SOUTHWEST REGION

SHOULDER,

GUARDRAIL &

APPROACH PLAN

Mar-24

R-1688-08

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

SCALE IN FEET

0 15 30

8' 8'

8'

New Edge of Road

Centerline Road

103'-4" Bridge Rail Pay Length

12'-6" Transition Section

New East Campground Approach

New West Campground Approach

SHOULDER & GUARDRAIL PLAN

SEE SHEETS 22-26 FOR BRIDGE RAIL

& APPROACH GUARDRAIL DETAILS

WEST APPROACH PROFILE

Scale: 1" = 20'

EAST APPROACH PROFILE

Scale: 1" = 20'

7'-0", Typ. 7'-0", Typ.

14'-0" Typ.

APPROACH TYPICAL SECTION

Not to Scale

Crushed Aggregate Surfacing 4" compacted thickness

Centerline Approach

Profile Grade

1'-0"

1.5

-2%-2%

1.5

New Road

Centerline Approach Finished Grade

Centerline Approach Finished Grade

Existing Ground

Existing Ground

7' 7'

7'7'

R7'

R10'

R5'

1'-0"

New Road

12'-6" Terminal

12'-6" Transition Section

12'-6" Terminal

R10

R Wٿ

R Wٿ

R

Wٿ

R Wٿ

3 CY Cut, 25 CY Fill 2 CY Cut, 15 CY Fill

2+00 3+00

PC

: 3+

26.20

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 7/2

4 1 1:

JA

CO

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REGION 5

PACIFIC SOUTHWEST REGION

BRIDGE GENERAL

LAYOUT

Mar-24

R-1688-09

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

PLAN

ELEVATION

Scale: 1" = 20'

W40x183 Composite Steel Girder, Typ.

18'-4" Out-to-Out Bridge

3' -3

4'-8" Typ.

8'-0" 8'-0" 1'-2" Typ.

16'-0" Road Width

T-101 Bridge Rail, Typ.

TYPICAL SECTION

Scale: 1/4" = 1'-0"

Existing Ground at Centerline Road

98.83' CL Bearing to CL Bearing

Centerline Brg.

Abutment 1

FG EL = 3196.40

Centerline Brg.

Abutment 2

FG EL = 3196.40

Centerline Road Finished Grade

(FG)

0.00%

.2

Bedrock, Typ.

S

TA

2+

.2

C en te rl in e B rg

A bu t.

98.83' CL Bearing to CL Bearing

Centerline Road

New Composite Steel Bridge

S

TA

3+

.0

C en te rl in e B rg

A bu t.

New Edge of Road

Remove & Dispose Existing Bridge

Toe of Fill, Typ.

Cast-in-Place Concrete Foundation, Typ.

S O

U

TH

F O

R K

FE

A

TH

ER

R

IV

ER

SCALE IN FEET

0 10 20

Cast-in-Place Concrete Footing Bearing on Bedrock

Cast-in-Place Concrete Abutment, Typ.

2'-2" Typ.

8" Cast-in-Place Concrete Deck

*1 *2

*3

CP-2

CP-1

HYDRAULIC DATA:

*Bridge is located downstream of the Little Grass Valley Reservoir and the area experienced a significant fire event in the year 2020.

1) Q100 Event w/o Dam Release before Fire Recovery = 3189.4'

2) Q100 Event w/ Dam Release after Fire Recovery = 3191.2'

3) Q100 Event w/ Dam Release before Fire Recovery = 3201.0'

Centerline Road Centerline Structure

Girder Splice

Class 4 Grouted Riprap Doweled to Bedrock, Typ.

Class 4 Grouted Riprap, Typ.

Geogrid Reinforced Fill

TYPICAL RIPRAP SECTION

No Scale

Existing Ground

Class 4 Grouted Riprap, Typ.

2.25H:1V

Cast-In-Place Footing

Keyway Only Required at Channel Bed

8.

9' A bu t.

7.

5'

A bu t.

4.

3'

3'

5.3' ±20.1' Abut. 1 ±16.8' Abut. 2

6.25' 3' M in

5.

5'

Cast-In-Place Abutment Wall

Rock Dowel Bed Rock Surface (estimated) 1

1 Use #8 rebar x 2'-0" long.

Drill 2"Ø x 12" hole into bedrock and secure dowel with non shrink grout. Space dowels @ 4' max. along toe of riprap.

Rock Dowel Field Fit Riprap according to Rock Conditions

Note: Per Forest Service R5 request, bridge is designed to resist overtopping.

EXISTING BRIDGE TO BE REMOVED

Estimated Limits of Structure Excavation, Typ.

Finish Ground Profile

1' Typ.

STRUCTURE EXCAVATION

No Scale

LOOKING UPSTREAM

Remove Existing Bridge Superstructure

Remove Existing Piers, Walls, and Abutments, Typ.ABUT. 1

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 7/2

4 1 1:

JA

CO

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REGION 5

PACIFIC SOUTHWEST REGION

EXCAVATION &

BACKFILL

Mar-24

R-1688-10

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

ABUT. 2

All material outside the Structural Backfill limits must meet the requirements for Unclassified Borrow (704.06)

4" Thick Crushed Aggregate Surfacing (703.06)

Structural Backfill (704.04) behind bridge. See

"STRUCTURE BACKFILL

NOTES" on this sheet.

Structure Excavation Area Waste Removal and Haul is Incidental to Structural Excavation [Item 20806].

Approximately 1670 CY

NOTE: DO NOT BACKFILL WITHIN 36" OF THE

TOP OF THE BREASTWALL UNTIL THE BRIDGE

GIRDERS HAVE BEEN SET AND THE CIP END

DIAPHRAGM HAS REACHED FULL STRENGTH

Backfil the area behind the Reinforced Fill with Backfill (704.03) (use material retained from excavation)

Backfill Geogrid Reinforced Fill Beneath Footing down to Bedrock with Foundation Fill (FSSS 704.01), See Sheet 11

6'

1. Complete Structure Excavation in accordance with FP-14 Section 208.

2. The Contractor is solely responsible for excavation support and compliance with all applicable OSHA regulations.

3. Submit an Excavation Plan for approval that includes, as a minimum, the following: drawings and a written outline illustrating and describing the proposed excavation limits, methods, equipment to be used, location of stockpiles, and estimated quantities. The Excavation Plan must comply with all applicable OSHA requirements. Changes to the excavation limits shown here for the Contractor's dewatering methods or Contractor convenience must be shown on the Plan and are the responsibility of the Contractor.

The Excavation Plan is incidental to the work.

STRUCTURE EXCAVATION NOTES:DEWATERING AND SOIL EROSION CONTROL

1. Protect against soil erosion and sedimentation during construction in accordance with FP-14

Section 157 and the project permits. Prepare and submit a Soil Erosion and Sediment Control Plan to the CO for approval prior to beginning work. Include drawings and written outline illustrating and describing the proposed layout, methods, and equipment.

2. Dewater the excavation in accordance with FP-14 Sections 208, 209 and 157.

3. Existing Bridge removal, riprap placement and backfill are to be completed in accordance with the contract specifications. Standing or running water in the work area does not relieve the Contractor from meeting the specifications.

4. Dewatering and/or stream diversion is the sole responsibility of the Contractor. As part of the Soil Erosion and Sediment Control Plan, develop and submit a project-specific Dewatering Plan including drawings and a written outline illustrating and describing proposed layout, methods, equipment and anticipated stream flow volume. Approval of the Contractor's Dewatering Plan does not relieve the Contractor from completing the work as required. If the Contractor's methods are not producing adequate results, the Contractor must stop work immediately, re-evaluate, and submit a revised Dewatering Plan. Do not proceed with work until the revised Dewatering Plan is approved by the CO. Re-submittal of the Dewatering Plan, if required, is incidental to the work.

5. Continue dewatering operations as necessary to construct banks and complete replanting.

1. Place Backfill (704.03) behind the Reinforced Fill Section in accordance with Subsection 208.09 of the Standard Specifications and compact in accordance with Subsection 208.10.

2. The limits shown here are the minimum requirements.

3. It is assumed that material from Structure Excavation at this site will meet the requirements for Foundation Fill (FSSS 704.01), Backfill (704.03), Structural Backfill (704.04), and Unclassified Borrow (704.06). Some mixing and sorting may be required. Approval from the CO must be obtained prior to use.

4. Any material outside the limits shown for Backfill (704.03) or Structural Backfill (704.04) must meet the requirements of Subsection 704.06, Unclassified Borrow. Either material salvaged from the excavation or imported from a commercial source may be used.

BACKFILL NOTES:

Class 4 Grouted Riprap Doweled to Bedrock, See Sheet 9

Footing Doweled and Embedded into Bedrock, See Sheet 16

Existing Pier Footings to Remain, Typ.

2+00 3+00

PC

: 3+ 26.20

Layout Pt.

Layout Pt.

Layout Pt.

Layout Pt.

SCALE IN FEET

0 5 10

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 7/2

4 1 1:

JA

CO

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REGION 5

PACIFIC SOUTHWEST REGION

FOUNDATION PLAN

Mar-24

R-1688-11

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

6.75' 4.75'

.3

3' T yp

Fo ot in g

Le ng t.

.6

7'

.6 7'

Wingwall, Typ.

Breastwall, Typ.

Abut. 1 Footing (Soil)

S

TA

2+

.2

C en te rl in e B rg

A bu t.

98.83' CL Bearing to CL Bearing

S

TA

3+

.0

C en te rl in e B rg

A bu t.

S O

U

TH

F O

R K

FE

A

TH

ER

R

IV

ER

0.75'15.25'

.6

7' 1'

.6

7' 1'

4.75'2.25'

.3

3' T yp

A bu tm en t W al l L en gt h

.6

7'

.6 7'

Wingwall, Typ.

Breastwall, Typ.

Abut. 2 Footing (Rock)

0.75'

15.25'

.6

7' 1'

.6

7' 1'

REINFORCED FILL SECTION

Scale: No Scale

Centerline Road

1' 1'

FOUNDATION NOTES:

1. Temporary shoring may be required to perform excavation and installation of the new abutments adjacent to the existing slopes.

2. Slope foundation drain to daylight drain around South end of Abutment. Foundation drain work is incidental to 20803.

FOUNDATION DRAIN

Scale: No Scale

Cast-in-Place Breastwall

1'-0"

1' -0

"6" Dia. Corrugated Polyethylene Drainage Pipe (Perforated)

Seperation Geotextile, Nonwoven, Class II, Type A Overlap Top a Minimum of 12"

Granular Backfill

Cast-in-Place Footing

15'-0" Min. Riprap Reinf Length

6'-0" Min.

All Sides

3"

(2

S pa

(3

S pa

2"

0"

Type IV Geogrid, Typ.

Extend Geogrid to Interface with Grouted Riprap, Typ.

Riprap Geogrid Reinforcing at 12" Max Vert Spacing down to Bedrock

Foundation Drain, Typ.

See Detail this Sheet.

Extend 7" from Footing.

NOTE: All dimension are typical unless otherwise noted.

Bedrock, Typ.Foundation Fill Backfill to Bedrock

ABUTMENT PLAN

Scale: 1/4" = 1'-0"

ABUTMENT 1 SHOWN

ABUTMENT 2 SIMILAR

ABUTMENT ELEVATION

Scale: 1/4" = 1'-0"

ABUTMENT 1 SHOWN

ABUTMENT 2 SIMILAR

SECTION

Scale: 1/2" = 1'-0"

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

4 1 6:

JA

CO

B

F:

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REGION 5

PACIFIC SOUTHWEST REGION

ABUTMENT PLAN &

ELEVATION

Mar-24

R-1688-12

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

Footing Below

10'-8" 10'-8"

Anchor bolt, typ.

C/L Bearing

9" 1'

-3

Symmetrical about Centerline

Centerline Structure

3'-11"1'-6"3'-2"1'-6"

9'-212" CIP Concrete Backwall Opening

Cast-In-Place Concrete Deck

1/2" Mastic Between Backwall & Breastwall

T-101 Railing Per Plan

Guard Angle, See A/20

1'-7"

2' -6

Ft g.

D ep th

4" B re as tw al l

4' -2

W in gw al l C he ek

Typical Cast-In-Place Concrete Breastwall, See Sheet 14

Cast-In-Place Concrete Footing, See Sheet 13

2"Ø PVC Weep Hole in Breastwall, Typ.

1'-8" 4'-0" Max, Typ.

Typical Cast-In-Place Concrete Wingwall, See Sheet 15

Typ. Bearing, Typical Cast-In-Place Concrete Wingwall, See Sheet 15

T-101 Railing Per Plan

Centerline Bearing

9" 1'-3"

Breastwall, Typ.

Integrally Cast-In-Place Concrete Backwall, See Sheet 20

Bearing Detail, See Sheet 16

10"

Guard Angle Per

DETAIL A

Bridge Girder with Concrete Cast-In-Place Deck

1/2" Mastic Between Backwall & Breastwall

2'-512" 18'-5" Opening Width

Centerline Structure

2'-512"

1'-0" 1'-0"

1'-0"1'-0"

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

4 1 6:

JA

CO

B

F:

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REGION 5

PACIFIC SOUTHWEST REGION

ABUTMENT FOOTING

PLAN

Mar-24

R-1688-13

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

ABUTMENT 2 FOOTING (ROCK)

Scale: 1/4" = 1'-0"

TOP MAT SHOWN

BOT MAT SIMILAR

ABUTMENT 1 FOOTING (SOIL)

Scale: 1/4" = 1'-0"

TOP MAT SHOWN

BOT MAT SIMILAR

S pa

O

C

0" 63 4"

63 4"

28 Spa. @ 10" OC = 23'-4" 93 4"

(46) #5 Vert.

Dowels for Breastwall

SECTION

Scale: 1/4" = 1'-0"

FILL FACE

STREAM FACE

ٿW Fill Face

2'-0" Breast Wall

4'-0" Stream Face

11'-6" Footing Width

2' -6

#5 Vert.

Dowels, Typ

(1 5)

5 L on g.

B ar

(31) #5 Trans. Bar

#5 Long. Bar, Top & Bot

3" C lr

2" Clr, Typ.

#5 Trans..

Bar, Top & Bot

SECTION

Scale: 1/4" = 1'-0"

FILL FACE

STREAM FACE

3'-6" Fill Face

2'-0" Breast Wall

1'-6" Stream Face

7'-0" Footing Width

2' -6

#5 Vert.

Dowels, Typ

(9

5 L on g.

B ar

(31) #5 Trans. Bar

#5 Long. Bar, Top & Bot

3" C lr

2" Clr, Typ.

#5 Trans. Bar, Top & Bot

S pa

"O

C

"9 1 2"

4"

28 Spa. @ 10" OC = 23'-4" 93 4"93

4"

(6) #5 Vert. Dowels at Wingwalls, Typ.

Each side

(12) #6 Vert.

Dowels at Wingwall Corner/Cheek, Typ.

Each side

(46) #5 Vert.

Dowels for Breastwall

NOTE: It is assumed that bedrock will be encountered at Abutment 2 and not at Abutment 1. If bedrock is encountered at Abutment 1, Contractor may obtain approval from CO to substitute the footing and its detailing at Abutment 1 for the footing shown at Abutment 2.

#8 Dowel to Beckrock See Detail 16

1'-7" (8) #8 Dowels to Bedrock 7 Spa. @ 3'-2" = ٿW

1'-7"

ٿW Footing Length

ٿ W

F oo tin g

W id th

F oo tin g

W id th 25'-4" Footing Length

Abut 1. Footing (Soil)

Abut 2. Footing (Rock)4' -8

1'-0"

A

A

A

A

A

A

5' -0

1'-3"

B

B

NOTE: Bent bars may be field bent.

BENT BAR DIMENSIONS

(6) #5 Vert. Dowels at Wingwalls, Typ.

Each side

(12) #6 Vert.

Dowels at Wingwall Corner/Cheek, Typ.

Each side

A

B

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

4 1 6:

JA

CO

B

F:

\69

.03

U

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REGION 5

PACIFIC SOUTHWEST REGION

TYPICAL

BREASTWALL PLAN &

ELEVATION

Mar-24

R-1688-14

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENTTYPICAL BREASTWALL PLAN

Scale: 1/4" = 1'-0"

TYPICAL BREASTWALL ELEVATION

Scale: 1/4" = 1'-0"

SECTION

Scale: 1/4" = 1'-0"

2'-0" Breast Wall

2' -6

#5 Vert.

Dowels, Typ

NOTE: Footing not show for Clarity.

ABUTMENT 1 SHOWN

ABUTMENT 2 SIMILAR

4" B re as tw al l H ei gh t

2" Clr., Typ.

Abutment Footing, See Sheet 13 for Reinf.

#5 Vert. Bar, Typ.

#5 Horiz. Bar, Typ. Stream Face

#5 Stirrups, Typ.

(23) #5 Stirrups 22 Spa. @ 10" OC = 18'-4"

(46) #5 Vert. Bar 22 Spa. @ 10" OC = 18'-4"

ٿW 2'-6"

Typ. Wingwall Reinforcing, See Sheet 15

23'-4" Out-to-Out Abutment Width

1'-0" 1'-0"

#5 Stirrups, Typ.

Anchor Bolt, Typ.

S pa

0" O

C

2" 91 4"

(1 3)

5 H or iz

B ar o n

S tr ea m

F ac e

#5 Vert.

Bar, Typ.

Each Face

#5 Vert. Dowels in Breast Wall, Match Vert. Bar Spacing, Typ.

4' -2

W in gw al l C he ek

4" B re as tw al l

2' -6

Fo ot in g

#6 Vert. Dowels at Wingwall Corner/Cheek, Match Vert. Bar Spacing, Typ.

NOTE: If bedrock is encountered at a shallower elevation than that which is shown in these plans, shorten the breastwall and wingwall height while providing specified finished grade elevation.

2' -0

Hook Bar from Wingwall, Typ.

2'-512"

WW Cheek

2'-512"

WW Cheek

4' -8

1'-0"

A

A

A

1' -3

" 1'-8"C

C

C

C

5' -0

1'-3"

B B

NOTE: Bent bars may be field bent.

BENT BAR DIMENSIONS

STREAM FACE FILL FACE

(1 3)

6 H or iz

B ar o n

Fi ll

Fa ce

STREAM FACEFILL FACE

#6 Horiz. Bar, Typ. Fill Face

#6 Horiz. Bar, Typ. Fill Face

#5 Horiz. Bar, Typ. Stream Face

(DIMS & CALLOUTS TYPICAL BOTH

FACES UNLESS OTHERWISE NOTED)

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

4 1 6:

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F:

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REGION 5

PACIFIC SOUTHWEST REGION

TYPICAL WINGWALL

PLAN & ELEVATION

Mar-24

R-1688-15

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

WINGWALL PLAN

Scale: 1/4" = 1'-0"

INSIDE FACE ELEVATION

Scale: 1/4" = 1'-0"

0" T ot al

L en gt h

1'-0"

2'-512"

21'-4" 1'-0"

V er t.

B ar s

S pa

2" O

C

2'-512"

#5 Hook Bar to Match Reinf.

Spa., Typ.

Outside Face

(6) #5 Hoop @ 10" OC, Typ. Wingwall Cheek

#6 Vert. Bars Placed at Equal Spacing around Perimeter, Typ. Wingwall Cheek

2' -0

Breastwall Reinforcing, See Sheet 14

OUTSIDE FACE ELEVATION

Scale: 1/4" = 1'-0"

Abutment 1 Ftg.

Shown, See Sheet 13

Abutment 2 Ftg.

Shown, See Sheet 13

7' -6

7'

-0

6" T ot al

H ei gh t

7' -6

7'

-0

6" T ot al

H ei gh t

8'-6" 10'-6"2'-0"

(3) #5 Vert. Dowels Match Vert. Bar Spacing, Typ.

#6 Vert. Dowels in Wingwall Cheek, Match Vert. Bar Spacing

#6 Vert. Dowels in Wingwall Cheek, Match Vert. Bar Spacing

Ty p.

W in gw al l V er t.

R ei nf

#6 Hook Bar to Match Reinf. Spa., Typ.

Inside Face

(2 2)

6 H or iz

B ar

S pa

O

C

4'

-0

#5 Vert. @ 12" OC Max, Typ. Uno.

2" Min.

Clr., Typ.

#5 Vert. @ 12" OC Max, Typ. Uno.

2" Min.

Clr., Typ.

(1 8)

5 H or iz

. B ar

S pa

0" O

C

4'

-2

#5 Hook Bar, Typ.

#6 Hook Bar, Typ.

Back of Abut 2 Footing Heel Shown Below

(6) #5 Hoop

@ 10" OC

(6) #5 Hoop @

10" OC

#6 Vert., Typ.

@ Corner

#5 Edge Bar, Typ. #5 Edge Bar, Typ.

A

B

A

B

1' -8

2'-1 1/2"D

D

D D

5' -0

1'-3"

B

B

B

NOTE: Bent bars may be field bent.

BENT BAR DIMENSIONS

A

4' -8

1'-0"

A

NOTE: If bedrock is encountered at a shallower elevation than that which is shown in these plans, shorten the breastwall and wingwall height while providing specified finished grade elevation.

4 1/2"

Tie Hooks to Outside Face, Typ.

(3) #5 Vert. Dowels Match Vert. Bar Spacing, Typ.

A

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

4 1 6:

JA

CO

B

F:

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REGION 5

PACIFIC SOUTHWEST REGION

ABUTMENT DETAILS

Mar-24

R-1688-16

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

A

DETAIL

Scale: 3/4" = 1'

BEARING

CONNECTION

5/16

ELEVATION

PLAN

1-1/2" x 10" x 22" Bearing Plate.

See Detail

Centerline Bearing

1-1/4"Ø x 1'-7" ASTM F1554, Grade 36 Anchor Bolt, Typ.

C

DETAIL

Scale: 1" = 1'

BEARING PLATE

Bearing Stiffener

5" 5"

1-5/16" x 3-1/8" Long-Slotted holes

1 11/16" x 9" x 12" Steel Reinforced Elastomeric Bearing Pad, See Detail

1'-10"

2"

2" 1'-6" 2"

Bearing Plate

Outline of Steel Reinforced Bearing Pad

Leave 1/8" gap between nut & bearing plate

5" 5"

1-5/16" Ø hole, typ.

1'-10"

2" 1'-6" 2"

1' -0

Em be d

7" Threaded Projection

9"

Outline of Steel Reinforced Bearing Pad

FIX EXP

C

1'-10"

5" 5"

1'-6" 2"2"

B

NOTE: See Sheet 9 for location of Fixed & Expansion Abutments.

6"

D

DETAIL

Scale: 1/2" = 1'

FOOTING DOWEL TO BEDROCK

1'-0" 1'-0"

Centerline Breastwall

1' -6

M in

Em be dm en t

Compotent Bedrock

Footing & Reinf.

Per Plan

Breastwall Per Plan#8 Dowel into

Bedrock, See Sheet 13 for Spacing

NOTE: Use #8 rebar x 3'-0" long. Drill 2"Ø x 18" hole into bedrock and secure dowel with non shrink grout. Spacing per Plan.

B

DETAIL

Scale: 3" = 1'

STEEL REINFORCED ELASTOMERIC

BEARING PAD

1'-0"

1 16

4" Clr, Typ.Steel Shim (16 Gauge)

(3 Layers)

60 Durometer Elastomer, Typ.

4" Cover Pad, Typ. Top & Bot.

1/2" Internal Pad

Rip and Remove Weathered Bedrock as Required

C/L Girder, Typ.

4' -8

4'

-8

4' -8

GIRDER ELEVATION

Scale: 1/8" = 1'-0"

8" 51

2" 31 8"

Typ.

7/8"Ø x 5" long Shear Stud, Typ.

GIRDER CAMBER DIAGRAM

SPAN, S = 98'-10"

1 12" 2 13

16" 3 13

16" 4 12" 4 11

16"

0.1*S 9.9'

Girder camber profile

0.2*S 19.8'

0.3*S 29.7'

0.4*S 39.5'

0.5*S 49.4'

Span Fraction Distance along Span

C/L Bearing C/L Bearing

Note: Camber Shown Is Estimated.

FRAMING PLAN

Scale: 1/8" = 1'-0"

A

DETAIL

Scale: 3/4" = 1'-0"

FLANGE SHEAR STUD

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

4 1 6:

JA

CO

B

F:

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REGION 5

PACIFIC SOUTHWEST REGION

SUPERSTRUCTURE

PLAN

Mar-24

R-1688-17

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

C/L Bearing

19'-5" 20'-0" 20'-0"

C/L Bearing

98'-10" Centerline Bearing to Centerline Bearing

100'-4" Total Girder Length

9" 9"

19'-5"

Intermediate Diaphragm, Typ.

See Sheet 18

End Diaphragm See Sheet 18

W40x183 Weathering Steel Girder

Bearing Plate, Typ.

10" (19) Spaces @ 16"OC = 25'-4" (24) Spaces @ 24"OC = 48'-0" Shear Stud Spacing

10"(19) Spaces @ 16"OC = 25'-4"

Bearing Stiffener, Typ. Ends Intermediate Diaphragm

Connection Plate, Typ.

20'-0"

Girder Splice See Sheet 19, Typ.

Girder Splice See Sheet 19, Typ.

32'-5" 9"

7/8"Ø x 4" long Shear Studs, Typ. Only @ Girder Splice

DIAPHRAGM DETAILS

Scale: 3/8" = 1'-0"

1/2" x 5" Wide Transverse Connection Plate.

See Detail

INTERMEDIATE DIAPHRAGMEND DIAPHRAGM

Cast-In-Place Concrete Deck, Typ.

A

L2 1/2x2 1/2x1/2 X-Frame Bracing, Typ.

See Bearing Details on Sheet 16

Structure Centerline (Symmetrical)

Typical 1/2" Gusset Plate, See Detail

WELD TERMINATION

NOT TO SCALE

4"

Terminate All Welds 1/4" From Member Edges

2" (2

"O

C 2"

10"

21 4"

3 4"

Gusset PL 1/2" W/ (3) 3/4"Ø x 2-1/4" Bolts, Typ.

4"

CL Top Horizontal Angle Brace

CL Diagonal Angle Brace

C

C

DETAIL

Scale: 1" = 1'-0"

TYPICAL GUSSET PLATES

TOP GUSSET PLATE

8"

41 4"

4'-8"4'-8" 2'-4"

Transverse Support W Beam Conn Per Detail C

1/4 3 Sides, Typ.

2'-4"

A

DETAIL

Scale: 3/4" = 1'-0"

EXTERIOR INTERIOR

Connection Plate/ Bearing Stiffner PL 1/2 x 5" x

Req'd

Cope & Weld Per Detail

41 4" 6"

1' -6

1 4"

Bearing Stiffners are only Required on Exterior Edge at

Abutment Bearing

41 2" 6"

2" Cope

2" C op e

Clip Stiffener Corner

1/4 Typ.

1/2" ± 1/4"

1 1/4" ± 1/8"

B

DETAIL

Scale: 3/4" = 1'-0"

B

STIFFENERS

STIFFENER/CONNECTION PLATE

NOTE: CROSS FRAME FIT

CONDITIONS = SDLF

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

4 1 6:

JA

CO

B

F:

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REGION 5

PACIFIC SOUTHWEST REGION

SUPERSTRUCTURE

DETAILS

Mar-24

R-1688-18

T. ELLIOTT

T. ELLIOTT

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

ٿW

ٿW

ٿW

BOTTOM GUSSET PLATE

2" (2

3" O

C 2"

10"

21 2"

3 4" Gusset PL 1/2" W/ (3)

3/4"Ø x 2-1/4" Bolts, Typ.

4"

CL Bottom Horizontal Angle Brace

CL Diagonal Angle Brace

8"

41 2"

1/4 3 Sides, Typ.

3/4"Ø Bolt with 1/2x212x0'-5" PL Washer, Typ.

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

4 1 6:

JA

CO

B

F:

\69

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REGION 5

PACIFIC SOUTHWEST REGION

SUPERSTRUCTURE

DETAILS

Feb-24

R-1688-19

T. ELLIOTT

T. ELLIOTT

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

1. Use A325, Type 3 tension control bolts for girder field splices. Install bolts in accordance with the standard specifications Section 555.16(c)(6).

2. Ensure all steel plies are in full contact prior to tightening bolts.

3. Size bolt lengths so that threads are not included in the shear plane.

4. Splice assembly and bolt tightening must be observed by the CO.

5. See Section 555.16 of the standard specifications for additional bolting requirements.

GIRDER FIELD SPLICE

SCALE: 3/4" = 1'-0"

FIELD SPLICE NOTES

ELEVATION

SECTION

4" Gap

PLAN

2' -6

7/8"Ø A325 TC

Bolts w/ Standard 15/16"ø Holes in Splice Plates and Beam Web

41 2" 2'

-6

41 2"

1134"

4" 113

16"55 8"113

16"

6"

2'-614"

2"

11 2" (9

S pa

3"

11 2" 5'-534" Typ.

Top & Bottom Splice Plates

2'-878"

3 4"

Fl an ge

S pl ic e

Pl at e W id th

11 4"

3 16

55 8"

3 16

11 4"

4" 23

4" 11 4"

2"

6"

4"

(11) Spa. @ 2 3/4" OC

= 2'-614"

7/8"Ø x A325 TC Bolts w/ Standard 15/16"Ø Holes in Splice Plates and Beam Flange

Web Splice Plate PL 11/16"x 30-1/4" x 2'-6"

(Ea. Side of Web)

Interior Splice Plate PL 1 1/8"x 4-5/16"x 5'-5 3/4"

Interior Splice Plate PL 1 1/8"x 4-5/16"x 5'-5 3/4"

Exterior Splice Plate PL 7/8"x 11 3/4" x 5'-5 3/4"

Exterior Splice Plate PL 7/8"x 11 3/4" x 5'-5 3/4"

Centerline Splice

Typ.

Shear Studs over Splice, See Detail A

4" Gap, Typ.

(11) Spa. @ 2 3/4" OC

= 2'-614"

(4) Spa.@

3" OC= 1'-0"

(4) Spa.@

3" OC= 1'-0"

4"

16"

Structure Centerline (Symmetrical)

2'-7" Min. Lap Top & Bot.

18'-4" Backwall

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

4 1 6:

JA

CO

B

F:

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REGION 5

PACIFIC SOUTHWEST REGION

SUPERSTRUCTURE

DETAILS

Mar-24

R-1688-20

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

Recess Angle 1/8" below Finished Grade

L 2-1/2x 2-1/2x 1 4 x

15'-0" Long Guard Angle

1/2"Ø x 4" Headed concrete anchors @ 12" c.c. max. spacing

BACKWALL ELEVATION

Scale: 3/8" = 1'-0"

FILL FACESTREAM FACE

SECTION

Scale: 3/8" = 1'-0"

BACKWALL PLAN

Scale: 3/8" = 1'-0"

18'-5" Opening

2" clr.

(13) #5 Bent Vert. Bar (Fill Face) 12 Spa. @ 18" Max. OC = 18'-0"

#5 Horiz. Bar, Typ. Ea. Face

Deck Rebar, See Sheet 21

#5 Bent Vert. Bar (Fill Face) @ 18" Max. OC

1/2" Thick Mastic Between Backwall & Wingwall

#5 Horiz. Bar @ 10" OC, Typ.

Ea. Face

(16) #5 Bent Vert. Bar (Stream Face)

(6) Spa. @ 14"OC = 7'-0" #5 Bent Vert Bar (Fill Face)

2" cl r.

8"

4' -2

3 16

4' -2

3 16

2" cl r.

1/2" Thick Mastic Between Backwall & Wingwall

(4

H or iz

B ar

S pa

O C

Ea

Fa ce

2" cl r.

Cast-In-Place Wingwall & Breast Wall.

See Sheets 14 & 15

Cast-In-Place Wingwall & Breast Wall.

See Sheets 14 & 15

1/2" Mastic Between Backwall & Breastwall

1/2" Mastic Between Backwall & Breastwall

A

DETAIL

Not to Scale

GUARD ANGLE

#5 Bent Vert Bar (Stream Face)

(DECK NOT SHOWN FOR CLARITY)

(DECK NOT SHOWN FOR CLARITY)

13 Spa. @ 14" OC =ٿW1'-5" 1'-5"

1'-5" 7"

#5 Bent Vert. Bar (Stream Face)

Bottom Edge of Deck

TYPICAL DECK SECTION

Scale: 3/8" = 1'-0"

18'-4" Out-Out Deck Width

8"

#5 Trans. Bar @

9" OC

2'-2" Typ.

#5 Longitudinal Top Bar @ 18" OC Max, Typ. 2"

T op

C lr

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

4 1 6:

JA

CO

B

F:

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REGION 5

PACIFIC SOUTHWEST REGION

DECK DETAILS

Mar-24

R-1688-21

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

CAST-IN-PLACE SLAB PLAN

Scale: 3/16" = 1'-0"

101'-4" Total Slab Length

TO

P

S

LA

B R

EI

N

FO

R C

IN

G

8"

O C M ax B O

TT

O

M S

LA

B R

EI

N

FO

R C

IN

G

2"

O C M ax

2'-7" Typ. Lap

4" T ot al

S la b W id th

Provide Embedded Anchor Bolt Assembly and additional reinforcing at each T-101 bridge rail post, Typ.

2'-4" 2'-4"Embed Assemblies

(10) Spaces @ 8'-4" OC = 83'-4"

Girder Flange Below, Typ.

(134) #5 Transverse Bars, 133 Spa. @ 9" OC = 99'-9" Typ. Top & Bottom ( Some Bars Not Shown for Clarity)

6'-8" 6'-8"

CL Structure

Embed Assembly Spacing

7" 21 2"21

2" 7"

Trans. #5 Bar @ Slab End Top & Bot, Typ.

#5 Bent Backwall Vertical Bar, Typ.

10" CIP Backwall Below, Typ.

1" B ot C lr

TOP OF SLAB

BOT OF SLAB

#5 Longitudinal Bottom Bar @ 12" OC Max, Typ.

Min Clr. to Bottom Trans.

Bar not Required over Steel Plates at Splices, Typ.

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 8/2

4 1 6:

JA

CO

B

F:

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REGION 5

PACIFIC SOUTHWEST REGION

BRIDGE RAIL DETAILS

Mar-24

R-1688-22

T. ELLIOTT

K. MILLIGAN

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

GALVANIZING: Galvanize all bolts, nuts, washers and pipe sleeves in accordance with AASHTO M 232 or ASTM F 2329. Galvanize metal guardrail in accordance with ASTM Specification A 653 or AASHTO M 111. Galvanize the posts, structural tubing and plates in accordance with AASHTO M 111.

MATERIALS: Use posts and plates conforming to AASHTO M 270 Grade 36.

Use metal guardrail conforming to AASHTO M 180, Class A, Type I, and lap in direction of traffic. Use HSS Tube Rails conforming to ASTM A 500, Grade B, or ASTM 501.

ERECTION: Set the rail parallel to the roadway grade. Adjust rail to proper height using vertical slots in rail post or rail post shims. Furnish shims as necessary to adjust rail to grade. Place shims between fiber reinforced pads.

Place shims with slots toward roadway centerline.

Use fiber reinforced pads of vulcanized rubber-fiber pads made from new un-vulcanized rubber and synthetic fibers. Each component must make up 50% of the pads weight. The pad surface must have:

1. A standard rubber hardness of 80 ± 5 Shore A durometer;

2. An ultimate compressive breakdown strength of at least 7,000 psi

(48.3 MPa); and

3. A minimum and maximum pad thickness of 1⁄16-inch (2 mm) and

⅛-inch (3 mm), respectively.

Size and position the pads so that not less than 1/2" of the pad protrudes on all sides of the base plate. Punch slotted holes in the pads to match base plate.

REFLECTORS: Place a reflector on each end rail post and at approximately equal spacing (every third rail post but not to exceed 25 feet) between end rail posts. Mount reflectors with reflectorized face toward oncoming traffic.

See Sheet 25 for reflector detail. Mount reflector to W-beam post web with an approved adhesive. Include the cost of the reflector in the unit price bid for Bridge Rail.

BRIDGE RAIL NOTES

INSIDE ELEVATION OF RAIL

Scale: 3/8" = 1'-0"

2"

E

A

DETAIL

Scale: 1" = 1'-0"

SECTION

Scale: 1 1/2" = 1'-0"

SECTION

Scale: 1" = 1'-0"

B

CL 11

16"x114" Horiz slots in Post Flange

End of HSS 4x3x1

Tube Rail, See Tube Splice Detail on 23

NOTE: Tube shop splices are not allowed.

NOTE: Attach panel lengths of tube members continuously to a minimum of three posts. Do not provide a tube splice in the first panel at the bridge ends.

Place rail posts as shown in details, perpendicular to adjacent roadway grade and vertical in relation to cross slope.

Bridge Deck

Concrete Backwall

NOTE: PLUG UNUSED

PREDRILLED HOLES IN THE RAIL

WITH STANDARD SPLICE BOLTS

Cap end of HSS 4x3x1

Structural Tubing, See Detail

8'-4" (Typ.)

4" CL 1st Bridge Post

Bridge Rail - T101Approach Rail .

See Sheet 8

1/4

1/4 45° front flange of post

10"

11 2" 11 2"

6"

5" 13 4"31

4"

1/4 Except face of post

41 2"

9"

41 2"

W6x20 Post

CL

Post

2"

1"Øx112" slotted hole, typ

Base Pl 1x9x0'-10"

W6x20 Post, typ

HSS4x3x14 Tube Rail, typ

W-Beam Rail

8"Ø oval shouldered buttonhead bolt w/ one lock washer, one flat washer, & one rectangular pl washer (See Detail Sheet 23)

4"Øx234" galv extra strong pipe sleeve

8"Ø Hex Head Bolt w/ one Hex Head Nut, one flat washer, & one lock washer, typ

2' -5

1" 2'

-4

8"

2" 4"

4" 2"

Steel shims as reqd (See D/23) & 2-fiber reinforced pads

Anchor Bolt Assembly.

Embed PL Flush w/ Bottom of Deck See Detail

2-#5 U-Bars @ ea post

4"

5"

1'-2" 1'

-1 1"

8" CL 11

16"Ø Holes in Tubes (Drill or Punch) NOTE: If punched, place the first surface penetrated next to the post

CL Post

CL 11

16"x1" Vert slotted hole in Post Flange

2-#5 U-Bars

Finish the top of the beam under ea rail post to a smooth and uniform surface to assure a proper alignment of the post and tight fit btwn the fiber reinf pad & conc. Bush hammering is acceptable only to remove high spots

6'-8" (2nd Spa.)

W6x25 Post (This Post Only)

3' -4" (1st Spa.)

ADDITIONAL REINFORCING

AT BRIDGE RAIL POSTS

CL 2nd Bridge Post

3'-0"

3'-0"

Rail Splice Post Conn

Anchor Bolt Assembly

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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REGION 5

PACIFIC SOUTHWEST REGION

BRIDGE RAIL DETAILS

Mar-24

R-1688-23

T. ELLIOTT

T. ELLIOTT

J. ROSKE

6951.03

UPPER GOLDEN

PLUMAS

FEATHER RIVER

TROUT CROSSING

BRIDGE 22N24-4.7

RANGER DISTRICT

NATIONAL FOREST

REPLACEMENT

SLEEVE FABRICATION OPTIONS

RAIL SPLICE POST CONNECTION

RAIL POST SHIM

TUBE CAP

RECTANGULAR PLATE WASHER

TUBE SPLICE DETAIL

C

C

A

A

DETAIL

Not to Scale

B

DETAIL

Not to Scale

C

DETAIL

Scale: 3" = 1'-0"

D

DETAIL

Scale: 1 1/2" = 1'-0"

ANCHOR BOLT ASSEMBLYE

DETAIL

Scale: 1 1/2" = 1'-0"

8" thick steel shim

Sleeve

1/4"Ø Pin…