Attachment_5_-_Drawiings.pdf

PROJECT LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 4/4/2019

G-02 GENERAL NOTES 4/4/2019

S-01

RUNNING PLANK AND BUMPER STRIP REPLACEMENT

DETAILS

4/4/2019

C-01 ROADSIDE BRUSHING DETAILS 4/4/2019

MBRTB BRIDGE MAINTENANCE CONTRACT

RECOMMENDED BY:

APPROVED:

DIRECTOR OF ENGINEERING DATE

DESIGN ENGINEER

DATE

FOREST ENGINEER

DATE

4/4 /19

:3

8 J

CO

NN

ER

S C:

\U

SE

RS

\JC

ON

NE

RS

\B

OX

\01

. J

CO

NN

ER

S W

OR

KS

PA

CE

\M

ED

IC

IN

E-

BO

W _R

OU

TT

_T

HU

ND

ER

-B

AS

IN

\Z

Z_

FO

RE

ST

W

ID

E\

BR

ID

GE

S\

_M

BR

_B

RI

DG

EM

AI

NT

CO

NT

RA

CT

\P

LA

NS

_B

RI

DG

EM

AI

NT

.D W

G;

R2 ROCKY MOUNTAIN REGION

MEDICINE BOW AND ROUTT NATIONAL FORESTS AND THUNDER BASIN NATIONAL GRASSLAND

ROUTT COUNTY

COLORADO

SEE ATTACHMENT J.2

04/04/2019

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

4/4 /19

5:

JC

ON

NE

RS

C

:\U

SE

RS

\JC

ON

NE

RS

\B

OX

\01

. J

CO

NN

ER

S W

OR

KS

PA

CE

\M

ED

IC

IN

E-

BO

W _R

OU

TT

_T

HU

ND

ER

-B

AS

IN

\Z

Z_

FO

RE

ST

W

ID

E\

BR

ID

GE

S\

_M

BR

_B

RI

DG

EM

AI

NT

CO

NT

RA

CT

\P

LA

NS

_B

RI

DG

EM

AI

NT

.D W

G;

R2

ROCKY MOUNTAIN REGION

MBRTB BRIDGE

MAINTENANCE

CONTRACT

MEDICINE BOW &

ROUTT NFs & THUNDER

BASIN NG

GENERAL NOTES

04/04/2019

J. CONNERS

J. CONNERS

R. NUPEN

G-02 02 04

GENERAL NOTES:

SPECIFICATIONS: THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL

HIGHWAY PROJECTS (FP-14, U.S. CUSTOMARY UNITS) AS MODIFIED FOR THIS CONTRACT.

SAWN LUMBER: ALL MEMBERS SHALL BE SAWN LUMBER, EXCEPT WHERE NOTED OTHERWISE. ALL TIMBER AND LUMBER SHALL BE COAST REGION DOUGLAS FIR

OR SOUTHERN PINE, NO. 2 OR BETTER, CONFORMING TO CURRENT WWPA, WCLIB, OR SPIB GRADING RULES. INLAND DOUGLAS-FIR LUMBER SHALL NOT BE USED

ON THIS PROJECT.

TREATMENT: AFTER FABRICATION, ALL LUMBER SHALL BE INCISED AND PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USING PENTACHLOROPHENOL OR

COPPER NAPTHENATE IN HEAVY OIL (TYPE I SOLVENT). TREAT TO USE CATEGORY UC4B. COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF

WWPI'S "BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS."

FIELD TREATMENT: COPPER NAPHTHENATE (2% SOLUTION) SHALL BE FURNISHED FOR FIELD TREATMENT OF WOOD. ALL ABRASIONS AND FIELD CUTS

APPROVED BY THE C.O. SHALL BE CAREFULLY TRIMMED AND GIVEN THREE BRUSH COATS OF THE FIELD TREATMENT SOLUTION. HOLES DRILLED IN THE FIELD

SHALL BE POURED FULL OF PRESERVATIVE PRIOR TO INSERTING FASTENERS. WHEN POSSIBLE, DO NOT FIELD TREAT OVER LIVE STREAMS. DO NOT SPILL

PRESERVATIVE IN STREAMS.

INSPECTION AND CERTIFICATION: THE FOLLOWING COMPLIANCE CERTIFICATES SHALL BE FURNISHED UPON DELIVERY:

A. SUPPLIER CERTIFICATION, FROM A WWPA OR WCLIB APPROVED SUPPLIER, THAT ALL WOOD MATERIALS MEET REQUIREMENTS AS TO SPECIES AND

GRADE.

B. CERTIFICATION OF PRESERVATIVE, PENETRATION IN INCHES, AND RETENTION IN POUNDS PER CUBIC FOOT (ASSAY METHOD) BY EITHER A QUALIFIED

TESTING AND INSPECTION AGENCY OR SUPPLIER CERTIFICATION. SUPPLIER CERTIFICATION REQUIRES EACH SOLID PIECE TO BE STAMPED OR BRANDED

WITH THE ALSC QUALITY MARK.

C. SUPPLIER CERTIFICATION THAT ALL TREATED WOOD MATERIALS WERE TREATED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF WWPI'S "BEST

MANAGEMENT PRACTICES FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS."

ESTIMATED QUANTITIES

ITEM NO. DESCRIPTION UNIT

METHOD OF

MEASUREMENT

TOTAL

15101 MOBILIZATION L.S. L.S.Q. 1

23050 ROADSIDE BRUSHING MILE

D.Q.

1.2

55701A

TREATED STRUCTURAL TIMBER AND LUMBER,

RUNNING PLANKS

MFBM D.Q. 15.1

55701B

TREATED STRUCTURAL TIMBER AND LUMBER,

BUMPER STRIPS

MFBM D.Q. 0.15

63304

SIGN, W5-3 ONE LANE BRIDGE

EA D.Q. 30

63307

OBJECT MARKER, TYPE 3

EA D.Q. 116

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

VARIES (SEE ATTACHMENT J.4 IN CONTRACT)

(2)

6" x

" DIA. RING SHANK NAILS AT ENDS

2' ALTERNATING CENTERS (TYP.)

EXISTING 8 x 8 TREATED

TIMBER CURB

NEW 3x12 (S1S1E) TREATED

TIMBER RUNNING PLANKS

EXISTING 4x12 TIMBER

PLANK DECKING

STAGGER END JOINTS 3' MIN.

SEE DETAIL "A"

STRINGER

T I M

B E

R

C

U R

B

T I M

B E

R

D

E C

K I N

G

℄ OF BEARING

WINGWALL

BUMPER STRIP

BULKHEAD PLANK

14'-0" ±

MIN 12'-0"

REMOVE AND REPLACE

TIMBER RUNNING PLANKS

4"

2'-0" ± (TYP.)

6" x

" DIA. SPIKE

(TYP.)

10-20° IN LONG. DIRECTION OF PLANK.

ALTERNATE DIRECTION TO OPPOSITE PLANKS

ENDS FOR SUCCESSIVE SPIKES

TRAVEL SURFACE

DECK PLANK SURFACE

COUNTER-SINK MIN. FLUSH

WITH TRAVEL SURFACE

PRE-BORE

" PILOT HOLE.

TREAT WITH COPPER NAPHTHENATE

PRIOR TO PLACING SPIKE

BULKHEAD

PLANKS

NEW 3x12 (ROUGH)

BUMPER STRIP

ABUTMENT

SILL

STRINGER

6" x

" DIA. SPIKE

(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

4/4 /19

5:

JC

ON

NE

RS

C

:\U

SE

RS

\JC

ON

NE

RS

\B

OX

\01

. J

CO

NN

ER

S W

OR

KS

PA

CE

\M

ED

IC

IN

E-

BO

W _R

OU

TT

_T

HU

ND

ER

-B

AS

IN

\Z

Z_

FO

RE

ST

W

ID

E\

BR

ID

GE

S\

_M

BR

_B

RI

DG

EM

AI

NT

CO

NT

RA

CT

\P

LA

NS

_B

RI

DG

EM

AI

NT

.D W

G;

R2

ROCKY MOUNTAIN REGION

MBRTB BRIDGE

MAINTENANCE

CONTRACT

MEDICINE BOW &

ROUTT NFs & THUNDER

BASIN NG

RUNNING PLANK AND

BUMPER STRIP

REPLACEMENT DETAILS

04/04/2019

J. CONNERS

J. CONNERS

R. NUPEN

S-01 03 04

1) REMOVE EXISTING RUNNING PLANKS AND BUMPER STRIPS, INCLUDING SPIKES AND BOLTS. MINIMIZE DAMAGE TO EXISTING BRIDGE DECK PLANKS AND BULKHEAD PLANKS. DISPOSE OF ALL MATERIALS OFF NFS LANDS IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS & REGULATIONS.

2) THOROUGHLY CLEAN BRIDGE DECK, INCLUDING BETWEEN DECK PLANKS, VISIBLE TOPS OF STRINGERS, AND DRAINAGE SCUPPERS TO REMOVE ALL WOOD CHIPS, SPLINTERS, DIRT, GRAVEL, AND OTHER DELETERIOUS MATERIAL. PROVIDE A SMOOTH SURFACE FOR NEW MEMBERS. MINIMIZE DEBRIS ENTERING

STREAM AS MUCH AS PRACTICABLE.

3) PROVIDE AND INSTALL NEW 3x12 (ROUGH SAWN), NO. 2 OR BETTER, WEST COAST DOUGLAS FIR BUMPER STRIPS TREATED ACCORDING TO THE REQUIREMENTS ON SHEET G-02. INSTALL FLUSH WITH OUTBOARD FACE OF BULKHEAD PLANKS. LAY BUMPER STRIPS HEART SIDE AND CUP SIDE DOWN.

3)A. FASTENING REQUIREMENTS: PRE-DRILL

" PILOT HOLES ACCORDING TO DETAIL "C". FIELD TREAT ALL PILOT HOLES AS DESCRIBED ON SHEET G-02 BEFORE DRIVING NAILS.

3)B. DRIVE 6" x

" DIA. GALVANIZED RING SHANK NAILS, MAINTAINING 2 INCH EDGE SPACING AND 4 INCH END SPACING ON ALL MEMBERS. SPACE NAILS AT ±2 FEET, ALTERNATING EDGES OF BUMPER STRIPS.

3)C. COUNTER-SINK ALL NAIL HEADS MINIMUM FLUSH WITH DRIVING SURFACE. COUNTER-SUNK PILOT HOLES ARE PERMITTED IF NECESSARY.

4) PROVIDE AND INSTALL NEW 3x12 (S1S1E), NO. 2 OR BETTER, WEST COAST DOUGLAS FIR RUNNING PLANKS, TREATED ACCORDING TO THE REQUIREMENTS ON SHEET G-02. INSTALL ATOP EXISTING DECK PLANKS IN ONE (1) MINIMUM 12 FEET WIDE SECTION AS SHOWN ABOVE. MINIMUM LENGTH OF ANY PLANK IS 3 FEET.

STAGGER PLANK END JOINTS AT LEAST 3 FEET. LAY RUNNING PLANKS HEART SIDE AND CUP SIDE DOWN. INSTALL PLANKS SNUGLY AGAINST EACH OTHER AND SO THAT THE ENTIRE WIDTH OF THE RUNNING PLANK GROUP IS CENTERED BETWEEN THE EXISTING CURBS.

4)A. FASTENING REQUIREMENTS: PRE-DRILL

" PILOT HOLES ACCORDING TO DETAIL "C". FIELD TREAT ALL PILOT HOLES AS DESCRIBED ON SHEET G-02 BEFORE DRIVING NAILS.

4)B. DRIVE 6" x

" DIA. GALVANIZED RING SHANK NAILS, MAINTAINING 2 INCH EDGE SPACING AND 4 INCH END SPACING ON ALL MEMBERS. SPACE NAILS AT ±2 FEET, ALTERNATING EDGES OF RUNNING PLANKS.

4)C. COUNTER-SINK ALL NAIL HEADS MINIMUM FLUSH WITH DRIVING SURFACE. COUNTER-SUNK PILOT HOLES ARE PERMITTED IF NECESSARY.

DETAIL "A"

SCALE 1

" = 1'

SECTION VIEW

SCALE

" = 1'

LONGITUDINAL SECTION

SCALE 1" = 1'

DETAIL "C"

SCALE 6" = 1'

PLAN VIEW

RAILINGS & POSTS NOT SHOWN FOR CLARITY

SCALE

" = 1'

DETAIL "B"

SCALE

" = 1'

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

4'-0"

4'-0" x

H

CLEARING LIMITS

BOTTOM OF DITCH

CUT SLOPE

FILL SLOPE

EDGE OF SHOULDERS

EDGE OF SHOULDERS

4'-0" 4'-0"

CLEARING LIMITS

VARIES

T

Y P

T

Y P

VARIES IN ACCORDANCE WITH MUTCD (TYP.)

DEPOSIT SLASH OUTSIDE

HIGH WATER MARK OF CREEK

BRUSH AREAS ADJACENT TO SIGNS AS

NECESSARY FOR VISIBILITY (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

4/4 /19

5:

JC

ON

NE

RS

C

:\U

SE

RS

\JC

ON

NE

RS

\B

OX

\01

. J

CO

NN

ER

S W

OR

KS

PA

CE

\M

ED

IC

IN

E-

BO

W _R

OU

TT

_T

HU

ND

ER

-B

AS

IN

\Z

Z_

FO

RE

ST

W

ID

E\

BR

ID

GE

S\

_M

BR

_B

RI

DG

EM

AI

NT

CO

NT

RA

CT

\P

LA

NS

_B

RI

DG

EM

AI

NT

.D W

G;

R2

ROCKY MOUNTAIN REGION

MBRTB BRIDGE

MAINTENANCE

CONTRACT

MEDICINE BOW &

ROUTT NFs & THUNDER

BASIN NG

ROADSIDE BRUSHING

DETAILS

04/04/2019

J. CONNERS

J. CONNERS

R. NUPEN

C-01 04 04

GENERAL NOTES:

1) CUT ALL LIMBS, RESIDUAL SLASH, LIVE ROADSIDE BRUSH, AND SMALL TREES (6 INCHES DIAMETER, OR LESS, AT THE POINT OF CUT) INSIDE THE BRUSHING LIMITS, NO HIGHER THAN 4 INCHES ABOVE GROUND LEVEL (6 INCHES FOR MACHINE BRUSHING).

2) IF LARGE ROCKS OR OTHER LARGE OBSTRUCTIONS ARE ENCOUNTERED, CUT NO HIGHER THAN 6 INCHES ABOVE THE OBSTRUCTION.

3) BRANCHES ON REMAINING TREES SHALL BE TRIMMED TO A CLEARING HEIGHT 14 FEET ABOVE THE ROAD SURFACE, OR TO A LIMIT OF 60% OF THE TREE'S HEIGHT, WHICHEVER IS LESS. LIMBS OF TREES SHALL BE CUT SO AS TO NOT PROTRUDE WITHIN THE CLEARING LIMITS. TREES SHALL BE LIMBED ON ALL

SIDES OF THE TREE TRUNK. CUT LIMBS FLUSH WITH THE BOLE WITHOUT DAMAGING BOLE.

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