Attachment 4 - Drawings.pdf

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/8/

:2 0 C

W

OL

FF

IN

G C:

\U

SE

RS

\C

W

OL

FF

IN

G\

BO

X\

OP

ER

AT

IO

N&

MA

IN

TE

NA

NC

E\

-C

RA

ZY

W

OM

AN

RO

AD

(G

AO

A) \P

RE

CO

NS

TR

UC

TI

ON

\C

RA

ZY

W

OM

AN

_C

AD

\C

RA

ZY

W

OM

AN

R

OA

D

NF

SR

_D

RA

W

IN

GS

.D W

G;

(R02)

ROCKY MOUNTAIN REGION

CRAZY WOMAN

ROAD (NFSR #33)

ROAD

IMPROVEMENTS

BIGHORN NATIONAL

FOREST

POWDER RIVER RANGER DISTRICT

VICINITY MAP

04/27/2021

CDW

CDW

JR

002 010

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/8/

:2 0 C

W

OL

FF

IN

G C:

\U

SE

RS

\C

W

OL

FF

IN

G\

BO

X\

OP

ER

AT

IO

N&

MA

IN

TE

NA

NC

E\

-C

RA

ZY

W

OM

AN

RO

AD

(G

AO

A) \P

RE

CO

NS

TR

UC

TI

ON

\C

RA

ZY

W

OM

AN

_C

AD

\C

RA

ZY

W

OM

AN

R

OA

D

NF

SR

_D

RA

W

IN

GS

.D W

G;

(R02)

ROCKY MOUNTAIN REGION

CRAZY WOMAN

ROAD (NFSR #33)

ROAD

IMPROVEMENTS

BIGHORN NATIONAL

FOREST

POWDER RIVER RANGER DISTRICT

SUMMARY OF

QUANTITIES & PROJECT

NOTES

04/27/2021

CDW

CDW

JR

003 010

SUMMARY OF QUANTITIES

PROJECT STATIONING

Project Notes

SPECIFICATIONS

The specifications for this contract are contained with the document “STANDARD SPECIFICATION FOR CONSTRUCTION OF

ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS”. Document FP-14 U.S. Customary Units. A copy of these specifications can be obtained by visiting the website: https://flh.fhwa.dot.gov/resources/specs

TIMING OF WORK AND TRAFFIC DELAYS

Delays may not exceed 30 minutes at any one time followed by an open period of no less than 15 minutes. The maximum consecutive days of closure for construction of the temporary bridge at mile 1.7 is 5 days with a minimum consecutive days open of 2 days.

CONSTRUCTION SIGNS AND FLAGGERS

Construction signs will be required on this project and will be in accordance with Manual of Uniform Traffic Control Devices

(MUTCD) and at locations agreed to by the COR. A Sign and Traffic Control Plan submittal will be required before construction.

DISPOSAL OF UNSUITABLE MATERIAL

Unsuitable material developed from reconditioning, culvert installation and other activities will be disposed of in the Hesse Creek

Gravel Pit located at T48N, R84W, Sec.8, 44° 08' 56.45" N, 106° 58' 58.60" W. The exact location within the pit will be determined by the COR.

STAGING AND CAMPING AREA

Upon written request, the Hesse Creek Gravel Pit will be available for the Contractors use for camping and as a staging area for storage of materials and equipment. There are several wide areas along the Crazy Woman Road that can be used for staging equipment and materials as well.

CLEARING AND ROAD RECONDITIONING APPROVAL

Clearing will be completed and accepted on logical sections of road before reconditioning is started. Recondition the road to conform to drawings and specifications within this contract. Obtain written approval from the CO before aggregate placement.

SPECIFICATION 170 - WATER

The water sources for this project will be the Crazy Woman Creek at the bridges at Mileposts 1.7 and 4.7. All sources are located on the Crazy Woman Road #33.

SPECIFICATION 301 - AGGREGATE SOURCE

The source for aggregate is commercial. Due to the weight restricted bridges on the Johnson County portion of the Crazy

Woman Road, the Contractor shall haul aggregate loaded trucks starting from the US Highway16 side. Unloaded aggregate trucks are allowed on the County portion of the road.

SPECIFICATION 301 - AGGREGATE MEASUREMENT

In place measurement on the road, after compaction, will be utilized to determine actual quantities for aggregate payment.

SPECIFICATION 571 - TEMPORARY BRIDGE

The ACROW® temporary bridge will be provided by the Government. The bridge components and hardware are located in

Sheridan, Wyoming. It is the Contractor's responsibility to secure and transport the ACROW® bridge components from Sheridan, Wyoming to the project site and to construct the bridge per the specifications and plans. After the construction work is completed, it is the Contractor's responsibility to disassemble the bridge and transport the ACROW® bridge to the Sheridan, Wyoming Bighorn National Forest Boneyard. The Contractor is responsible for maintaining the inventory of the ACROW® bridge when in possession. For more information, refer to the plans (sheets 9-10) and the specifications.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/8/

:2 0 C

W

OL

FF

IN

G C:

\U

SE

RS

\C

W

OL

FF

IN

G\

BO

X\

OP

ER

AT

IO

N&

MA

IN

TE

NA

NC

E\

-C

RA

ZY

W

OM

AN

RO

AD

(G

AO

A) \P

RE

CO

NS

TR

UC

TI

ON

\C

RA

ZY

W

OM

AN

_C

AD

\C

RA

ZY

W

OM

AN

R

OA

D

NF

SR

_D

RA

W

IN

GS

.D W

G;

(R02)

ROCKY MOUNTAIN REGION

CRAZY WOMAN

ROAD (NFSR #33)

ROAD

IMPROVEMENTS

BIGHORN NATIONAL

FOREST

POWDER RIVER RANGER DISTRICT

TYPICAL SECTIONS

04/27/2021

CDW

CDW

JR

004 010

RECONDITIONING TYPICAL SECTION WITH DITCH

NOT TO SCALE

3'

C

L

C

L

RECONDITIONING TYPICAL SECTION WITHOUT DITCH

NOT TO SCALE

INSLOPE, OUTSLOPE, OR CROWN WHEN SPECIFIED IN

THE WORKLIST. OTHERWISE MAINTAIN EXISTING.

TOE OF FILL

OR 6' MIN.

ROADSIDE

CLEARING

OUTER LIMITS

TOP OF CUT

OR 10' MIN.

ROADSIDE

CLEARING

OUTER LIMITS

TOE OF FILL

OR 6' MIN.

ROADSIDE CLEARING

OUTER LIMITS

TOP OF CUT

OR 10' MIN.

ROADSIDE CLEARING OUTER

LIMITS

MINIMUM 12' OR

AS SPECIFIED

MINIMUM 12' OR AS SPECIFIED

1V:1.5H

CUT

SLOPE

1V:1.5H

CUT

SLOPE

1V:1.5H

FILL

SLOPE

1V:1.5H

FILL

SLOPE

CLEARING AND GRUBBING LIMITS WITHOUT DITCH

NOT TO SCALE

TOE OF FILL

OR 6' MIN.

ROADSIDE

CLEARING

OUTER LIMITS

TOP OF CUT

OR 10' MIN.

ROADSIDE

CLEARING

OUTER LIMITS

TOE OF FILL

OR 6' MIN.

ROADSIDE CLEARING

OUTER LIMITS

TOP OF CUT OR 10'

MIN

ROADSIDE CLEARING

OUTER LIMITS

VARIES

VARIES

CLEARING AND GRUBBING LIMITS WITH DITCH

NOT TO SCALE

4'

2'

E D

G

O

F

R

O A

D

E D

R

O A

D

S T

U M

P

R

E M

O V

A L

S T

U M

P

R

E M

O V

A L

4'

2'

E D

R

O A

D

S T

U M

P

R

E M

O V

A L

E D

R

O A

D

S T

U M

P

R

E M

O V

A L

4" ASC OR

COMBINATION

WITH 6" ABC AS

SPECIFIED ON

WORKLIST

4" ASC OR

COMBINATION

WITH 6" ABC AS

SPECIFIED ON

WORKLIST

TYPICAL AGGREGATE COURSE SECTION

NOT TO SCALE

ITEM 30103: 6" ABC WHERE NEEDED

(SEE WORKLISTS)

ITEM 30315: ROAD

RECONDITIONING

ASC = Aggregate Surface Course

ABC = Aggregate Base Course

ITEM 30115: 4" ASC WHERE NEEDED

(SEE WORKLISTS)

NOTES:

(1) Those stumps that can remain will be cut horizontally and left a maximum of 2" above the ground.

(2) Tops, limbs and stumps will be disposed of in accordance with Supplemental Specification 203.

(3) Limbs shall be removed from trees that are outside of the clearing limits but within 4' of the edge of road. These limbs will be flush cut with the tree and removed to a height of 14' from the roadbed elevation.

(4) Stumps removed within the clearing limits will be disposed per Method F.

(5) Chipping or Grinding. Use an appropriate machine to chip or grind slash where Method G is called for on worklists. Deposit chips or ground woody material outside clearing limits to a loose depth no more that 3 inches. Areas exceeding 3 inches are to be spread out. All chipped material must be kept out of water courses. Submit specifications on the chipper to be utilized to the CO for approval before the start of the project.

(6) Chipped vegetation and slash shall be chipped so that no woody piece is greater than 3" in length.

(7) All vegetative material, chips and other debris from clearing and grubbing activities shall be removed from the road surface and ditchlines.

(8) The work area shall be properly signed in accordance with MUTCD Standards. The public will be alerted to any hazards on the

Roadway such as: equipment, personnel, slash piles, etc. by means of signs, warning devices or flaggers. The Contractor shall submit a general traffic control plan to the CO for review before work begins. Traffic Control is indirect payment to Mobilization

(Item 15101).

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/8/

:2 0 C

W

OL

FF

IN

G C:

\U

SE

RS

\C

W

OL

FF

IN

G\

BO

X\

OP

ER

AT

IO

N&

MA

IN

TE

NA

NC

E\

-C

RA

ZY

W

OM

AN

RO

AD

(G

AO

A) \P

RE

CO

NS

TR

UC

TI

ON

\C

RA

ZY

W

OM

AN

_C

AD

\C

RA

ZY

W

OM

AN

R

OA

D

NF

SR

_D

RA

W

IN

GS

.D W

G;

(R02)

ROCKY MOUNTAIN REGION

CRAZY WOMAN

ROAD (NFSR #33)

ROAD

IMPROVEMENTS

BIGHORN NATIONAL

FOREST

POWDER RIVER RANGER DISTRICT

CULVERT INSTALLATION

WITH CATCH BASIN

04/26/2021

CDW

CDW

JR

005 010

1.5 X PIPE DIA.

OR 2' MIN.

OUTLET DRAIN TO

NATURAL GROUND.

INSTALL ENERGY

DISSIPATOR OR

OUTLET DITCH WHEN

SPECIFIED.

CULVERT WITH CATCH BASIN DETAIL

NOT TO SCALE

MINIMUM COVER

PER

MANUFACTURER'S

SPECIFICATIONS

ROAD FINISHED GRADE

5% MINIMUM CULVERT

GRADE

EXISTING GROUND

EXISTING

DITCH CUT

SLOPE

CATCH BASIN

CUT SLOPE

V

H

M

A

X

H

H

OUTLINE OF HEADWALL

RIPRAP WHEN

SPECIFIED.

SKEW DIAGRAM

NOT TO SCALE

OUTLINE OF CUT

SLOPE RIPRAP WHEN

SPECIFIED.

SEE CATCH BASIN DETAIL ON SHEET

6 FOR ADDITIONAL INFORMATION

ROAD C

AHEAD STATION

SKEW 120°

SKEW 60°

L

°6

AGGREGATE SURFACE COURSE

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/8/

:2 0 C

W

OL

FF

IN

G C:

\U

SE

RS

\C

W

OL

FF

IN

G\

BO

X\

OP

ER

AT

IO

N&

MA

IN

TE

NA

NC

E\

-C

RA

ZY

W

OM

AN

RO

AD

(G

AO

A) \P

RE

CO

NS

TR

UC

TI

ON

\C

RA

ZY

W

OM

AN

_C

AD

\C

RA

ZY

W

OM

AN

R

OA

D

NF

SR

_D

RA

W

IN

GS

.D W

G;

(R02)

ROCKY MOUNTAIN REGION

CRAZY WOMAN

ROAD (NFSR #33)

ROAD

IMPROVEMENTS

BIGHORN NATIONAL

FOREST

POWDER RIVER RANGER DISTRICT

CATCH BASIN DETAIL

04/27/2021

CDW

CDW

JR

006 010

CATCH BASIN DETAIL

NOT TO SCALE

PLAN VIEW

SUBGRADE

SHOULDER

TOP OF CUT

CULVERT

NORMAL DITCH LINE

DITCH DAM

RIPRAP.

(20' MIN.)

TOP OF CUT

SECTION A-A

CATCH BASIN ELEVATION

1.5 x DIA.

CULVERT

SUBGRADE

D I A

A

A

H

V

12"

DIA.

CULVERT

SUBGRADE

H

V

RIPRAP

WHERE

SPECIFIED

DITCH DAM

NATIVE MATERIAL

6'

10'

HEADWALL RIPRAP

CUT SLOPE

RIPRAP

INSTALL RIPRAP WHEN SPECIFIED

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/8/

:2 0 C

W

OL

FF

IN

G C:

\U

SE

RS

\C

W

OL

FF

IN

G\

BO

X\

OP

ER

AT

IO

N&

MA

IN

TE

NA

NC

E\

-C

RA

ZY

W

OM

AN

RO

AD

(G

AO

A) \P

RE

CO

NS

TR

UC

TI

ON

\C

RA

ZY

W

OM

AN

_C

AD

\C

RA

ZY

W

OM

AN

R

OA

D

NF

SR

_D

RA

W

IN

GS

.D W

G;

(R02)

ROCKY MOUNTAIN REGION

CRAZY WOMAN

ROAD (NFSR #33)

ROAD

IMPROVEMENTS

BIGHORN NATIONAL

FOREST

POWDER RIVER RANGER DISTRICT

WORKLIST: ROAD 33

04/27/2021

CDW

CDW

JR

007 010

WORKLIST: ROAD 33

WORKLIST: ROAD 33 CONTINUED

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/8/

:2 0 C

W

OL

FF

IN

G C:

\U

SE

RS

\C

W

OL

FF

IN

G\

BO

X\

OP

ER

AT

IO

N&

MA

IN

TE

NA

NC

E\

-C

RA

ZY

W

OM

AN

RO

AD

(G

AO

A) \P

RE

CO

NS

TR

UC

TI

ON

\C

RA

ZY

W

OM

AN

_C

AD

\C

RA

ZY

W

OM

AN

R

OA

D

NF

SR

_D

RA

W

IN

GS

.D W

G;

(R02)

ROCKY MOUNTAIN REGION

CRAZY WOMAN

ROAD (NFSR #33)

ROAD

IMPROVEMENTS

BIGHORN NATIONAL

FOREST

POWDER RIVER RANGER DISTRICT

WORKLIST: ROAD 33

CONTINUED

04/27/2021

CDW

CDW

JR

008 010

WORKLIST: ROAD 33 CONTINUED

WORKLIST: ROAD 33 CONTINUED

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

60'-9" C-C BEARING ACROW DS SUPERSTRUCTURE

C -C

E X

IS

T

IN

G

W

IN

G W

A L L S

~16'-3" FROM ACROW

BEARING TO EXISTING

BRIDGE BEARING

~27'-1"

EXIST

BRIDGE

~17'-4" FROM ACROW

BEARING TO EXISTING

BRIDGE BEARING

P R

O P

O S

E D

A C

R O

W

R O

A D

W A

Y

C

R

A

Z

Y

W

M

N

C

R

E

E

K

C

R

A

M

D

F

S

C

R

A

M

D

F

60' - 9" C-C BEARING ACROW DS SUPERSTRUCTURE

~27'-1" EXISTING BRIGE

~16'-3" FROM ACROW

BEARING TO EXISTING

BRIDGE BEARING

~17'-4" FROM ACROW

BEARING TO EXISTING

BRIDGE BEARING

PROPOSED ROAD GRADE ~-3.1%

℄BEARING 1

℄BEARING 2

FOUNDATION BEARING

SUPPORT (TYP)

SEE DETAIL ON PAGE 10

EXISTING HAND RAIL ON BRIDGE

REMOVE ON BOTH SIDES

AND SALVAGE

6" MIN. SPACING BETWEEN

EXISTING BRIDGE CURB

AND PROPOSED BRIDGE

EXISTING ROCK ABUTMENTS

EXISTING BRIDGE DECK

AND SUPERSTRUCTURE

TO REMAIN IN PLACE

TYPE 3 OBJECT MARKER

EACH CORNER

AGGREGATE APPROACH RAMP WITH

GEOTEXTILE PLACED ON 1'-0" LAYERS.

COMPACT IN ACCORDANCE WITH SECTION

303, BOTH ENDS OF THE BRIDGE.

MAX 5% GRADE (TYP)

NOTE: AGGREGATE

SOURCE IS FROM THE

WYDOT POLE CREEK PIT

GOVERNMENT FURNISHED ACROW® SUPERSTRUCTURE, 300 SERIES,

EXTRA WIDE, DDR CONFIGURATION, HEAVY. CONTRACTOR RESPONSIBLE

FOR LOADING OF ALL GOVERNMENT FURNISHED MATERIALS AT THE SHERIDAN, WY

LOCATION, TRANSPORT, UNLOADING AT THE PROJECT SITE AND INSTALLATION. THE

CONTRACTOR IS ALSO RESPONSIBLE FOR DISASSEMBLY OF THE BRIDGE, TRANSPORT

TO SHERIDAN AND UNLOADING AT THE BIGHORN NATIONAL FOREST BONEYARD.

(4) 2' X 2' X 6' CONCRETE

ECO BLOCKS OR

EQUIVALENT (TYP)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/8/

:2 0 C

W

OL

FF

IN

G C:

\U

SE

RS

\C

W

OL

FF

IN

G\

BO

X\

OP

ER

AT

IO

N&

MA

IN

TE

NA

NC

E\

-C

RA

ZY

W

OM

AN

RO

AD

(G

AO

A) \P

RE

CO

NS

TR

UC

TI

ON

\C

RA

ZY

W

OM

AN

_C

AD

\C

RA

ZY

W

OM

AN

R

OA

D

NF

SR

_D

RA

W

IN

GS

.D W

G;

(R02)

ROCKY MOUNTAIN REGION

CRAZY WOMAN

ROAD (NFSR #33)

ROAD

IMPROVEMENTS

BIGHORN NATIONAL

FOREST

POWDER RIVER RANGER DISTRICT

TEMPORARY BRIDGE

PLAN AND PROFILE

04/26/2021

CDW

CDW

JR

09 10

K

E

W

℄ ACROW SUPERSTRUCTURE

BEGIN EXISTING

BRIDGE

℄BEARING ABUTMENT 1

FOUNDATION SUPPORT

2'-0" OUTSIDE

BASE PLATE, TYP

EXISTING BRIDGE

RAIL. REMOVE

AND SALVAGE

NOTE: WIDEN FILL AT BEARING LOCATIONS.

PLACE FILL IN 1'-0" LAYERS. PROTECT SLOPES

WITH CLASS 2 RIPRAP.

PROPOSED BEGIN

ACROW SUPERSTRUCTURE

PROPOSED END

ACROW SUPERSTRUCTURE

EXISTING BRIDGE

RAIL. REMOVE

AND SALVAGE

℄ ROAD AND EXISTING BRIDGE

END EXISTING

BRIDGE

EXISTING BRIDGE

RAIL. REMOVE

AND SALVAGE

℄BEARING ABUTMENT 2

CONCRETE ECOBLOCK

BACKWALLS OR SIMILAR

TYP EACH END

EXISTING BRIDGE

RAIL. REMOVE

AND SALVAGE

AutoCAD SHX Text

SUPERSTRUCTURE, 300 SERIES,

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

CONCRETE

"ECO-BLOCK"

BACKWALL OR

APPROVED EQUAL

(NOT GOVT.SOURCE)

3'-0"

DECKING

END OF PANEL

OBJECT MARKERS

B

B

ADDITIONAL LAYER OF GEOTEXTILE

WRAPPED BACKFILL UNDER ECO-BLOCK

EXISTING ROADWAY APPROACH

AGGREGATE APPROACH

RAMP WITH GEOTEXTILE

PLACED IN 12" LAYERS.

SLOPE AND DIMENSIONS

VARY BASED DEPENDING

ON SIDE OF BRIDGE

(20)- 7" x 9" X 8.5'

RAILROAD TIES

(5)-EACH SIDE AT

EACH END.

AB9 BASEPLATE

ACROW END BEAM

AB7 SINGLE BEARING

SECTION A - A

ELEVATION VIEW BRIDGE APPROACH

GRADE F AGGREGATE

SURFACE COURSE

A MIN. OF 2-8" GEOCELL

WRAPPED WITH GEOTEXTILE.

ADDITIONAL LAYERS MAY BE

REQUIRED TO REACH

COMPETENT SOIL. 1.5" MINUS

CLEAN ROCK TO BE USED TO

ALLOW DRAINAGE.

6'x8'x8" GEOCELL

BRACING FRAME (TYP)

BASEPLATE

SINGLE BEARING

PANELS

TRANSOM

PROPOSED ROADWAY

STEEL DECK AND CURB UNITS

13'-6" ROADWAY

A

A

SECTION B - B

END OF BRIDGE

TYPE 3 OBJECT MARKERS

12" X 36" MOUNTED FLUSH

TO EDGE OF TRAVELWAY.

(4" x 4") DIMENSIONAL

LUMBER BRACKETED TO

END BEAMS SHOWN HERE.

(4) - 2' X 2' X 6' CONCRETE ECO BLOCKS

OR EQUIVALENT

TIMBER RAIL-ROAD TIE SILL FOUNDATION, OR

APPROVED CONTRACTOR PROPOSED ALTERNATIVE.

EMBED SILL AND PLACE AGAINST UNDISTURBED

GROUND. MINIMUM BEARING AREA = 32 SQ FT.

THE STEEL BASE PLATE SHALL BE BOLTED TO THE TIE SILLS.

PR CORNER (FOUR TOTAL) ASSUMED

BEARING CAPACITY = 4000 PSF

24'

19' - 3"

6'x8'x8" GEOCELL (Typ.)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

/8/

:2 0 C

W

OL

FF

IN

G C:

\U

SE

RS

\C

W

OL

FF

IN

G\

BO

X\

OP

ER

AT

IO

N&

MA

IN

TE

NA

NC

E\

-C

RA

ZY

W

OM

AN

RO

AD

(G

AO

A) \P

RE

CO

NS

TR

UC

TI

ON

\C

RA

ZY

W

OM

AN

_C

AD

\C

RA

ZY

W

OM

AN

R

OA

D

NF

SR

_D

RA

W

IN

GS

.D W

G;

(R02)

ROCKY MOUNTAIN REGION

CRAZY WOMAN

ROAD (NFSR #33)

ROAD

IMPROVEMENTS

BIGHORN NATIONAL

FOREST

POWDER RIVER RANGER DISTRICT

TEMPORARY BRIDGE

DETAILS AND NOTES

05/03/2021

CDW

CDW

JR

010 010

GENERAL NOTES:

SPECIFICATIONS:

DESIGN: "AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 17TH EDITION." THIS

TEMPORARY ACCESS STRUCTURE IS DESIGNED FOR SHORT-TERM USE, NOT TO EXCEED 5 YEARS.

CONSTRUCTION: "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL

HIGHWAY PROJECTS, 2014 (FP-14)" WITH FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS)

DESIGN:

DEAD LOAD: CONCRETE AT 150 PCF, TIMBER AT 50 PCF, STEEL AT 490 PCF, EARTH AT 120 PCF.

LIVE LOAD AASHTO HS25-44 LOADING WITHOUT IMPACT ON THE STEEL STRUCTURE. INSTALL STOP SIGNS

AT BRIDGE ENDS TO MITIGATE POTENTIAL IMPACT LOADING.

ALLOWABLE STRESSES: ALLOWABLE STRESSES IN ACCORDANCE WITH MANUFACTURER'S LITERATURE FOR

ACROW® PANEL BRIDGE STRUCTURES. STRUCTURE IS AN ACROW® 300 SERIES, EXTRA-WIDE (EW), HEAVY

CONFIGURATION.

SEISMIC CRITERIA: NOT APPLICABLE TO TEMPORARY STRUCTURES.

STEEL AND HARDWARE MATERIAL:

ACROW® COMPONENTS: ALL STEEL ACROW® COMPONENTS AND HARDWARE, AS PART OF THE FINAL

STRUCTURE, ARE GOVERNMENT-FURNISHED. USE CARE TO PREVENT LOSS OR DAMAGE.

BEARING PLATES SHALL BE WELDED OR BOLTED TO THE BASE PLATE ON THE DOWNHILL SIDE. IF WELDED, THE WELD SHALL BE MADE ON THE SIDE OF THE PLATES PARALLEL TO THE TRAFFIC DIRECTION.

OTHER MATERIAL:

TIMBER AND LUMBER MATERIAL: CONTRACTOR OPTION FOR TIMBER MATERIALS TO BE USED FOR THE

FINAL CONSTRUCTION. TIMBER MATERIAL DESIGNATED TO REMAIN IN THE TEMPORARY STRUCTURE

SHOULD BE OF GOOD QUALITY WITHOUT POCKETS OF DECAY, CUTS, OR BREAKAGE/SPLITTING.

CONCRETE "ECOBLOCKS": FURNISH QUALITY PRECAST CONCRETE "ECOBLOCKS" OR APPROVED EQUAL

TO BE USED AS PART OF THE TEMPORARY STRUCTURE. ENSURE ECOBLOCKS DO NOT HAVE SIGNIFICANT

AREAS OF SPALLING, HONEYCOMBING, OR EXTENSIVE CRACKING.

CONCRETE (CAST-IN-PLACE): AS A CONTRACTOR OPTION, USE CAST-IN-PLACE CONCRETE IN LIEU OF

TIMBER FOOTINGS AND/OR CONCRETE "ECOBLOCKS". CONFORM TO THE REQUIREMENTS OF SECTION 601, "MINOR CONCRETE STRUCTURES".

DISPOSAL:

REMOVE ALL MATERIAL AND REMAINS FROM WORK AND DISPOSE OFF OF GOVERNMENT LANDS IN

ACCORDANCE WITH EXISTING LOCAL, STATE AND FEDERAL REGULATIONS. MINIMIZE CUTTING OF TREATED

TIMBER, AND KEEP SHAVINGS AND SAWDUST OUT OF WATERWAYS.

OTHER:

1. ENSURE ACTIVE STREAMS ADJACENT TO WORK AREA ARE PROTECTED.

2. ERECT ACROW® SUPERSTRUCTURE WITH A REPRESENTATIVE OF ACROW® CORPORATION ON-SITE.

SEE SUPPLEMENTAL CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

3. ACROW® BRIDGING TECHNICAL INFORMATION: INFORMATION ON ACROW® 300 SERIES BRIDGING

MATERIAL CAN BE FOUND IN THE "ACROW® PANEL BRIDGE TECHNICAL HANDBOOK", 3RD EDITION, 1983.

WITH THE PERMISSION OF ACROW® CORPORATION OF AMERICA. AN ELECTRONIC COPY OF THIS

DOCUMENT IS AVAILABLE ON REQUEST. 33(MB)

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

BRIDGING TECHNICAL INFORMATION: INFORMATION ON ACROW® 300 SERIES BRIDGING 300 SERIES BRIDGING PANEL BRIDGE TECHNICAL HANDBOOK", 3RD EDITION, 1983. CORPORATION OF AMERICA. AN ELECTRONIC COPY OF THIS