A-10_Attachment_1_OwlCreek_Cimarron_drawings_NEW.pdf

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MILE

QUANT.

UNIT

6.420 1 Each

7.307 1 Each

8.760 1 Each

11.500 1 Each

14.977 1 Each

15.893 1 Each

19.884 1 Each

PAY ITEM 30307 - CLEAN

CATTLE GUARDS IN

PLACE

MILE

QUANT.

UNIT

LEVEL OF

CLEANING NEEDED

6.450 1 Each MODERATE TO HEAVY

6.783 1 Each MODERATE TO HEAVY

7.099 1 Each LIGHT TO MODERATE

7.182 1 Each LIGHT TO MODERATE

7.314 1 Each MODERATE TO HEAVY

7.321 1 Each MODERATE TO HEAVY

7.792 1 Each MODERATE TO HEAVY

8.832 1 Each MODERATE TO HEAVY

9.432 1 Each MODERATE TO HEAVY

11.300 1 Each MODERATE TO HEAVY

12.416 1 Each LIGHT TO MODERATE

12.525 1 Each LIGHT TO MODERATE

14.899 1 Each LIGHT TO MODERATE

15.591 1 Each MODERATE TO HEAVY

15.971 1 Each MODERATE TO HEAVY

17.208 1 Each MODERATE TO HEAVY

18.391 1 Each LIGHT TO MODERATE

20.561 1 Each LIGHT TO MODERATE

20.647 1 Each LIGHT TO MODERATE

20.663 1 Each LIGHT TO MODERATE

20.748 1 Each LIGHT TO MODERATE

20.779 1 Each MODERATE TO HEAVY

20.851 1 Each LIGHT TO MODERATE

20.949 1 Each LIGHT TO MODERATE

21.012 1 Each LIGHT TO MODERATE

21.063 1 Each LIGHT TO MODERATE

PAY ITEM 60708 - CLEANING CULVERTS

IN PLACE

MILE

QUANT.

UNIT

15.893 60 Foot

19.884 60 Foot

PAY ITEM 61901 - FENCE

WIRE

MILE

QUANT.

UNIT

15.893 2 Each

19.884 2 Each

PAY ITEM 61904 - FENCE

POST H-BRACE

MILE

QUANT.

UNIT

8.386 2 Each

21.017 2 Each

PAY ITEM 61907 - REMOVE

& RESET SWING GATE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/1 1/1

8 1 3:

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(R02)

ROCKY MOUNTAIN REGION

NFSR 858 OWL CREEK

ROAD

RECONSTRUCTION

GRAND MESA,

UNCOMPAHGRE AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

MILE POST LISTING OF

WORK ITEMS

30307, 60708, & 619'S

2018-01-10

G.CLARK

D.RUBALCAVA

G-4

NOTES:

1. ALL CULVERTS LISTED TO BE

CLEANED SHALL BE CLEANED TO

THE STANDARDS OF SECTION 607

OF THE SPECIFICATIONS. THE

"LEVEL OF CLEANING NEEDED" AS

LISTED ON THIS SHEET IS ONLY AN

INDICATION OF THE CONDITION OF

THE CULVERT WHEN LAST

SURVEYED.

2. CONSTRUCT A WIRE FENCE FOR

30 FEET ON EACH SIDE OF THE

CATTLEGUARDS AT THE LISTED

MILEPOSTS.

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MILE

QUANT.

UNIT NOTES

19.884 4 Each AT CATTLEGUARD

PAY ITEM 63307 b - OBJECT MARKER, OM3 AND POST

MILE

QUANT.

UNIT

PANEL

TYPE

SIGN

DESCRIPTION

7.480 1 Each ALUMINUM ATV SYMBOL

21.026 1 Each ALUMINUM W1-5 AND POST

21.194 1 Each

FIBERGLASS

REINFORCED

PLASTIC

"OWL CREEK PASS 6

RIDGWAY 21"

PAY ITEM 63304 - SIGN AND POST

MILE

QUANT.

UNIT

NOTES / SIDE

OF ROAD

6.420 6 Each AT CATTLEGUARD

6.578 4 Each BOTH

6.645 2 Each L

6.886 2 Each L

6.951 2 Each L

7.182 2 Each L

7.730 1 Each AT CATTLEGUARD

7.738 2 Each R

8.304 4 Each BOTH

11.225 4 Each BOTH

11.284 4 Each BOTH

15.883 2 Each R

16.750 2 Each R

18.883 4 Each BOTH

19.884 4 Each AT CATTLEGUARD

21.017 6 Each AT GATE

PAY ITEM 63307 a - OBJECT MARKER, OM2-2V AND POST

MILE

QUANT.

UNIT

7.300 1 Each

7.317 1 Each

7.317 1 Each

7.434 1 Each

7.470 1 Each

7.480 1 Each

7.587 1 Each

8.230 1 Each

8.252 1 Each

8.255 1 Each

8.256 1 Each

8.285 1 Each

8.590 1 Each

PAY ITEM 63309 - REMOVE AND RESET

SIGNS AND POSTS

MILE

QUANT.

UNIT

11.801 1 Each

11.969 1 Each

12.006 1 Each

15.376 1 Each

17.968 1 Each

21.026 1 Each

21.167 1 Each

21.194 1 Each

21.217 1 Each

21.406 1 Each

21.530 1 Each

21.536 1 Each

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/1 1/1

8 1 3:

D

RU

BA

LC

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AA

LV

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EZ

C :\C

IV

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EK

-Q .D

W G;

(R02)

ROCKY MOUNTAIN REGION

NFSR 858 OWL CREEK

ROAD

RECONSTRUCTION

GRAND MESA,

UNCOMPAHGRE AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

MILE POST LISTING OF

WORK ITEMS

63304, 63307 & 63309

2018-01-11

G.CLARK

D.RUBALCAVA

G-5

NOTES:

1. THE MINIMUM QUANTITY OF OBJECT MARKERS AT MOST MILE POSTS WHERE THEY ARE INDICATED TO BE INSTALLED IS 2 BECAUSE OBJECT

MARKERS ARE TO BE INSTALLED FACING BOTH DIRECTIONS OF TRAVEL.

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

-1 -1

1 1 1:

D

RU

BA

LC

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AA

LV

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V-

OW

LC

KG

RA

VE

L.

DW

G;

(R02)

ROCKY MOUNTAIN REGION

OWL CREEK ROAD

RECONSTRUCTION

GRAND MESA,

UNCOMPAHGRE AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

OWL CREEK BORROW

PIT SITE PLAN

2018-01-11

G.CLARK

D.RUBALCAVA

G-6

N

Feet

0 400 800

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PHOTOGRAPH OF STOCKPILES - 2016-10-14

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NFSR 858 OWL CREEK ROAD

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STOCKPILES OF APPROXIMATELY 7,100 CY AS OF 2016-10-14

NOTES: 1. DEPENDING ON WHETHER PAY ITEM 31403a OR 31403b IS DEPENDING ON WHETHER PAY ITEM 31403a OR 31403b IS AWARDED, PRODUCE EITHER 16,762 CY OR 24,782 CY OF AGGREGATE. USE THE AGGREGATE PRODUCED UNDER THIS CONTRACT AS WELL AS THE EXISTING STOCKPILE TO CONSTRUCT EITHER A 4" OR 6" SURFACE COURSE ON OWL CREEK ROAD AS SHOWN ON THE DRAWINGS. 2. STOCKPILE 4,000 CY OF THE AGGREGATE PRODUCED STOCKPILE 4,000 CY OF THE AGGREGATE PRODUCED UNDER THIS CONTRACT FOR FUTURE GOVERNMENT USE.

DISTANCE

SIGHT DISTANCE

BEGINNING

MARKED STATION

ENDING

MARKED

STATION

BACK SLOPE

SIGHT

DISTANCE

FILL SLOPE

ROAD SHOULDERS

C L

E A

R I N

G

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I G

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T

SEE NOTES

2 & 3

SEE NOTES 2 & 3

ROADSIDE CLEARING

LIMITS. SEE NOTE 1

SIGHT

DISTANCE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

-1 -1

1 1 3:

D

RU

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NG

.D W

G;

(R02)

ROCKY MOUNTAIN REGION

NFSR 858 OWL CREEK

ROAD

RECONSTRUCTION

GRAND MESA,

UNCOMPAHGRE AND

GUNNISON NATIONAL

FORESTS

OURAY DISTRICT

CLEARING DETAILS

2018-01-11

G.CLARK

D.RUBALCAVA

C-1

TYPICAL CLEARING LIMITS

SIGHT DISTANCE CLEARING DETAILS

NOTES:

1. ALL CONIFERS AND HARDWOODS

WITHIN 2 FEET OF THE SHOULDERS,

DITCH BOTTOM OR CULVERT INLETS

AND OUTLETS SHALL BE CLEARED. ALL

DECIDUOUS TREES AND BRUSH

(EXCEPT HEALTHY ASPEN > 8" IN

DIAMETER), WITHIN 4 FEET OF THE

SHOULDERS, DITCH BOTTOM OR

CULVERT INLETS AND OUTLETS SHALL

BE CLEARED.

2. THE AREA OF SIGHT DISTANCE

CLEARING WILL BE FROM THE

ROADSIDE CLEARING LIMIT TO A LINE

OF SIGHT BETWEEN THE BEGINNING

AND ENDING STATIONS MARKED ON

THE GROUND. CONIFERS WITHIN THIS

AREA SHALL BE THINNED TO

APPROXIMATELY A 2' TRUNK SPACING,

EXCEPT WHERE MARKED WITH PAINT

OR FLAGGING FOR REMOVAL TO AN

ALTERNATE SPACING. ALL

HARDWOODS AND BRUSH WITHIN THE

LIMITS SHALL BE REMOVED.

3. BRANCHES ON REMAINING CONIFERS AND ASPEN SHALL BE

TRIMMED FROM GROUND LEVEL TO A CLEARING HEIGHT

LIMIT 20 FEET ABOVE THE ROADBED OR TO 60% OF THE

TREE'S HEIGHT, WHICHEVER IS LESS. LIMBS OF VEGETATION

SHALL BE CUT SO AS NOT TO PROTRUDE WITHIN THE

CLEARING (ROADSIDE AND SIGHT DISTANCE) LIMITS.

4. DISPOSAL OF CUT TREES AND BRUSH SHALL BE BY

MASTICATION, BURNING, BURIAL OR SPREADING ON SITE

CUT TREES AND BRUSH BETWEEN 3" AND 6" IN DIAMETER

MUST BE MULCHED. ONLY TREES AND BRUSH 3" IN DIAMETER

OR LESS CAN BE SPREAD.

5. SIGHT DISTANCE = 155'

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SCARIFY MIN. 2"2"

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USE CUT MATERIAL TO RAISE ROADBED 4" (WEST) TO 7" (EAST)

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1 V : 1.5 H OR FLATTER

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PROPOSED ROAD SHOULDER GRADE

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COMPACTED AGGREGATE SURFACING

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EXISTING ROAD GRADE

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(NOT TO SCALE)

NOTES: 1. COMPACTED AGGREGATE DEPTH SHALL BE EITHER COMPACTED AGGREGATE DEPTH SHALL BE EITHER 4" OR 6", DEPENDING ON WHICH PAY ITEMS ARE AWARDED. 2. WITHIN THE TRAVELED WAY, MAINTAIN A MINIMUM WITHIN THE TRAVELED WAY, MAINTAIN A MINIMUM OF 12" OF COVER OVER THE TOP OF ANY EXISTING OR NEW CULVERT. 3. REMOVE AND PROTECT EXISTING ROAD SIGNS AND REMOVE AND PROTECT EXISTING ROAD SIGNS AND POSTS AS NEEDED TO PERFORM THE EARTHWORK. UPON COMPLETION OF THE ROADWAY EARTHWORK, REINSTALL THE SIGNS ACCORDING TO THE MUTCD.

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/1 0/1

8 0 8:

D

RU

BA

LC

AV

AA

LV

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EZ

C :\C

IV

IL

3D P

RO

JE

CT

S\

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LC

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EK

-C .D

W G;

R02

ROCKY MOUNTAIN REGION

NFSR 858 OWL CREEK

ROAD

RECONSTRUCTION

GRAND MESA,

UNCOMPAHGRE AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

TYPICAL CULVERT

INSTALLATION

SECTION VIEWS

2018-01-05

C. PHELPS

C. PHELPS

C-3

AutoCAD SHX Text 5FT Min.

AutoCAD SHX Text

5FT.

AutoCAD SHX Text 12IN. Min

AutoCAD SHX Text to settlement

AutoCAD SHX Text Culvert prior

AutoCAD SHX Text Camber

AutoCAD SHX Text 1% of culvert length

AutoCAD SHX Text Culvert

AutoCAD SHX Text or 4FT. Min.

AutoCAD SHX Text 1 1/2 Dia.

AutoCAD SHX Text the invert of the inlet.

AutoCAD SHX Text the invert being higher than

AutoCAD SHX Text Curve with no point along

AutoCAD SHX Text Camber shall be on a

AutoCAD SHX Text %%uCAMBER%%

AutoCAD SHX Text Natural Ground

AutoCAD SHX Text Place Invert on

AutoCAD SHX Text Natural Ground

AutoCAD SHX Text %%uTYPICAL INSTALLATION FOR CAMBER%%

AutoCAD SHX Text %%uTYPE II - FILL SECTION%%

AutoCAD SHX Text %%uTYPE I - SIDEHILL SECTION%%

AutoCAD SHX Text or Wing Ditch

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AutoCAD SHX Text Discharge onto

AutoCAD SHX Text Normal Road Backslope

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AutoCAD SHX Text Steeper than Adjacent

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AutoCAD SHX Text V1:H1 1/2

AutoCAD SHX Text All Fills = Toe of Fill

AutoCAD SHX Text With a Min. of 5FT.

AutoCAD SHX Text from the Road Shoulder.

AutoCAD SHX Text

5FT.

AutoCAD SHX Text Min.

AutoCAD SHX Text Min.

AutoCAD SHX Text

5FT

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AutoCAD SHX Text Install 1 U-Channel steel post w/2 object markers in road shoulder of oncoming vehicle. Place steel post on inlet side.

AutoCAD SHX Text OM-2-B (2 required per post) Type 2 Object Markers illustrated.

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/1 0/1

8 0 8:

D

RU

BA

LC

AV

AA

LV

AR

EZ

C :\C

IV

IL

3D P

RO

JE

CT

S\

OW

LC

RE

EK

-C .D

W G;

R02

ROCKY MOUNTAIN REGION

NFSR 858 OWL CREEK

ROAD

RECONSTRUCTION

GRAND MESA,

UNCOMPAHGRE AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

TYPICAL CULVERT

INSTALLATION

BASIN & BACKFILL

2018-01-05

C. PHELPS

C. PHELPS

C-4

AutoCAD SHX Text

%%UPROFILE ALONG DITCH%%

AutoCAD SHX Text Road subgrade

AutoCAD SHX Text Ditch bottom

AutoCAD SHX Text Ditch block top

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6IN.

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6IN.

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24IN.

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4FT.

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4FT.

AutoCAD SHX Text As staked or

AutoCAD SHX Text of Items

AutoCAD SHX Text in the Schedule

AutoCAD SHX Text density called for

AutoCAD SHX Text compacted to

AutoCAD SHX Text 4IN. loose layers

AutoCAD SHX Text Ground line

AutoCAD SHX Text Bedding material

AutoCAD SHX Text 12IN. Min.

AutoCAD SHX Text is less.

AutoCAD SHX Text 1 times diameter or 12IN. whichever

AutoCAD SHX Text Ditch Block

AutoCAD SHX Text Normal Section

AutoCAD SHX Text Road subgrade

AutoCAD SHX Text %%uDITCH BLOCK%%

AutoCAD SHX Text %%uPLAN VIEW%%

AutoCAD SHX Text

20FT. MIN.

AutoCAD SHX Text Cut Slope

AutoCAD SHX Text Ditch block

AutoCAD SHX Text Ditch bottom

AutoCAD SHX Text Ditch grade

AutoCAD SHX Text %%uTYPICAL BACKFILL DETAIL%%

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12IN.

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2FT.

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D + 4FT.

AutoCAD SHX Text less than 10% of D

AutoCAD SHX Text Rock

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%%UBEDDING IN ROCK FOUNDATION

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%%UBEDDING IN YIELDING FOUNDATION

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%%UBEDDING IN SUITABLE FOUNDATION

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MIN.

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20FT. MIN.

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AutoCAD SHX Text Install 1 U-Channel steel post w/2 object markers in road shoulder of oncoming vehicle. Place steel post on inlet side.

AutoCAD SHX Text NOTES: 1. BEDDING SHALL BE SUITABLE MATERIAL, UNIFORMLY COMAPCTED AND SHAPED TO FIT THE BOTTOM OF THE PIPE. BEDDING SHALL BE SUITABLE MATERIAL, UNIFORMLY COMAPCTED AND SHAPED TO FIT THE BOTTOM OF THE PIPE. 2. EMBANKMENT MORE THAN 1 FOOT ABOVE THE TOP OF THE PIPE SHALL BE COMPACTED AS SPECIFIED IN FSSS 204. EMBANKMENT MORE THAN 1 FOOT ABOVE THE TOP OF THE PIPE SHALL BE COMPACTED AS SPECIFIED IN FSSS 204. 3. DITCH BLOCKS SHALL BE CONSTRUCTED WHERE NECESSARY TO DIVERT FLOW FROM DITCH LINES INTO CULVERTS.DITCH BLOCKS SHALL BE CONSTRUCTED WHERE NECESSARY TO DIVERT FLOW FROM DITCH LINES INTO CULVERTS.

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

-1 -1

0 1 6:

D

RU

BA

LC

AV

AA

LV

AR

EZ

C :\C

IV

IL

3D P

RO

JE

CT

S\

OW

LC

RE

EK

-R

AI

L.

DW

G;

(R02)

ROCKY MOUNTAIN REGION

NFSR 858 OWL CREEK

ROAD

RECONSTRUCTION

GRAND MESA,

UNCOMPAHGRE AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

BRIDGE GUARDRAIL

PLAN & ELEVATION

VIEWS

2018-01-05

RST (HDR ENG.)

LLF (HDR ENG.)

C-5

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

POST

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BREAKAWAY

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WASHER (SEE NOTE 5)

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TWO 1" NUTS AND

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SHEET C-05

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SEE ANCHOR DETAIL

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(BUFFER) 12 GAGE (SEE NOTE 8)

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/4"

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WASHERS (2 REQUIRED PER POST)

AutoCAD SHX Text 3/4" DIA. x 8" BOLT, NUT AND 2

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WITH ONE SWAGED END

AutoCAD SHX Text 3/4" DIA. x 9'-0" CABLE

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TIGHTEN NUTS ON U-BOLTS

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CABLE CLIPS,

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SIX 3/4"

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(TYP.)

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AutoCAD SHX Text 2'-3"

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4 1/2"TYP.

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SEE NOTE 2

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ANCHOR PLATE

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SLEEVE IN 2 1/2" HOLE.

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TO SECURE POST IN TUBE

AutoCAD SHX Text 5.5" 2" %%c PIPE

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AND 2 WASHERS (EACH POST)

AutoCAD SHX Text 3/4" DIA. x 10" BOLT, NUT, AutoCAD SHX Text

STEEL TUBE (SEE DETAIL

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DETAIL SHEET C-05)

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STEEL TUBE (SEE

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WASHER (SEE NOTE 5)

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TWO 1" NUTS AND

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BEARING PLATE & SPACER

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GALV. NAILS

AutoCAD SHX Text TWO 10d

AutoCAD SHX Text 1/4"

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PIPE 7" FROM TOP

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3/4" DIA. HOLE IN STEEL

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SHEET C-05)

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(SEE DETAIL

AutoCAD SHX Text WELDED TO 10" %%c PIPE

AutoCAD SHX Text 3/8" x 4" x 12" STEEL PLATE

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UNDER BOTH HEAD AND NUT

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AND NUT WITH RECTANGULAR WASHER

AutoCAD SHX Text 5/8" DIA. x 1 1/2" HEX HEAD BOLT

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END POST

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BREAKAWAY

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PIPE, 13" LONG

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WEATHERING STEEL

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11" RADIUS TERMINAL SECTION

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SEE ANCHOR DETAIL

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ANCHOR PLATE

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NO WASHER (NO CONNECTION TO POST)

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BUTTON HEAD BOLT AND RECESS NUT WITH

AutoCAD SHX Text ATTACH W-BEAM TO PIPE WITH 5/8" DIA. x 2"

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NO WASHER

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(SEE DETAIL SHEET C-05)

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WOOD BREAKAWAY POST (TYP.)

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CONNECTIONS (SEE NOTE 4)

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FOR SOIL PLATE-STEEL TUBE

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WELDED CONNECTION OPTION

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%%ULOW SPEED TERMINAL - TYPE 3K

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%%UAPPROACH RAIL ELEVATION

AutoCAD SHX Text 10" %%c SCHEDULE 40

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12 GAGE TERMINAL

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SECTION (CONNECTOR)

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%%UNOTES:

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DIAPHRAGMS PERMITTED

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BUT NOT REQUIRED.

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SOIL PLATE

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SHEET C-05

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GROUND

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LINE

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AT BACK

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MEASURED

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IN STEEL FOUNDATION TUBE

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WOODEN BREAKAWAY POST

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DIMENSIONS

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(WITH RECTANGULAR WASHER UNDER BOLT HEADS)

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5 SPACES @ 3'-1 1/2" = 15'-7 1/2"

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3 SPACES @ 6'-3" = 18'-9"

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BRIDGE RAIL POST

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LENGTH OF

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BRIDGE DECK

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RAIL

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PAY

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APPROACH RAIL

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PAY LIMITS

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TYPE 3K

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PAY LIMITS

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* INSTALL REFLECTOR TAB

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SEE SHEET C-05

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TWO NESTED W-BEAM 12 GAGE

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OM-3

AutoCAD SHX Text 34' - 4 1/2"

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AT END OF BRIDGE

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C ROAD

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AutoCAD SHX Text 2'-6"

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%%UAPPROACH RAIL PLAN VIEW

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BRIDGE

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LIMIT

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OF RAIL

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DETAIL SHEET C-05)

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PROJECT NAME

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

-1 -1

0 1 6:

D

RU

BA

LC

AV

AA

LV

AR

EZ

C :\C

IV

IL

3D P

RO

JE

CT

S\

OW

LC

RE

EK

-R

AI

L.

DW

G;

(R02)

ROCKY MOUNTAIN REGION

NFSR 858 OWL CREEK

ROAD

RECONSTRUCTION

GRAND MESA,

UNCOMPAHGRE AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

BRIDGE GUARDRAIL

DETAILS

2018-01-05

RST (HDR ENG.)

LLF (HDR ENG.)

C-6

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7/8" DIA. HOLE

AutoCAD SHX Text 2 1/2"

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TWO 7/8" DIA.

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HOLE

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7/8" DIA. BOLT

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STRUCTURAL STEEL TUBE (WEATHERING)

AutoCAD SHX Text 2 1/2" x 2 1/2" x 1/4" x 8"

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1" NUT

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THREAD FULL LENGTH

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TO STEEL TUBE.

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STEEL PLATE WITH 1 1/16" DIA. HOLE

AutoCAD SHX Text TACK WELD 2 1/2" x 2 1/2" x 1/4"

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THIS SHEET)

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(SEE DETAIL

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2 1/2"DIA. HOLE

AutoCAD SHX Text 7 1/2"

AutoCAD SHX Text 7"

AutoCAD SHX Text 5 1/2"

AutoCAD SHX Text 1'-8 5/8"

AutoCAD SHX Text 1'-6 1/2"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 3'-7 5/8"

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7/8" DIA. HOLE

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TUBING

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STRUCTURAL

AutoCAD SHX Text TS-8"x6"x3/16"

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TWO 7/8" DIA.

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BOLT HOLES

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AutoCAD SHX Text 1"

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text 8"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 17"

AutoCAD SHX Text 9"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 9"

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

AutoCAD SHX Text 2'-0"

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BOLT HOLES

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1/4" STEEL PLATE

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%%USTEEL TUBE

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%%UWOOD BREAKAWAY POST

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%%USOIL PLATE

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%%UANCHOR DETAIL

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%%UBEARING PLATE

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%%UFOR STEEL POSTS

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1 1/16" DIA. HOLE

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AutoCAD SHX Text 4"

AutoCAD SHX Text WITH TWO 10d GALV. NAILS

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SECURE FROM ROTATION

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AutoCAD SHX Text 3"

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5/8" STEEL PLATE

AutoCAD SHX Text 3/16" x 1" x 8" STEEL SPACER

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PLATE TACK-WELDED TO

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5/8" STEEL PLATE

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1(V):2(H) SLOPE

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7'-0" POST

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BREAKPOINT

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%%UNORMAL ROADSIDE

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5/8" DIA. BOLT

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FACE OF RAIL

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WASHER ON FRONT

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(8 REQUIRED) AND CUT

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5/8" DIA. MACHINE BOLT

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STEEL PLATE

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3/16" THICK

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METAL W-BEAM GUARDRAIL

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5/8" DIA. BOLT

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AutoCAD SHX Text 1 17/32"

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HEX NUT FOR

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%%UANCHOR PLATE DETAIL

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(FPA01)

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1" DIA. STUD

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RE-71-79

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STUD (C-04 NOTE 9)

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3/4" DIA. (EIGHT)

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WASHER FOR 1" DIA.

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%%UANCHOR PLATE DETAIL

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1'-4" LONG

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TWO HEX NUTS AND

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END PLATE

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%%UTERMINAL SECTION

AutoCAD SHX Text 1'-0" R.

AutoCAD SHX Text (RWE06a) RE-7 (24", CLASS A, TYPE 4)-79 (CORR. RESIST.)

AutoCAD SHX Text (RWE02b) RE-8 (CLASS B, TYPE 4)-79 (CORR. RESIST.)

AutoCAD SHX Text 4"

AutoCAD SHX Text 12 1/4"

AutoCAD SHX Text 2"

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SPLICE SLOTS

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8 OUTER RAIL

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SLOTS, MUST MATCH

AutoCAD SHX Text EIGHT 29/32" x 1 1/8"

AutoCAD SHX Text 3 3/8"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 5 3/4"

AutoCAD SHX Text 2'-6 3/8"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1'-4" %%P

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12 GAGE

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DIA. HOLES

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FOUR 1"

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1" DIA. FOR

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3E ANCHOR (BCT)

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MATCH RAIL SPLICE SLOTS

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AutoCAD SHX Text 6 1/8"

AutoCAD SHX Text 12 1/4"

AutoCAD SHX Text 3 3/8"

AutoCAD SHX Text 3"

AutoCAD SHX Text 7 1/4"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 2'-6"

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ANCHOR (BCT)

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25 BEND FOR

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AutoCAD SHX Text 2 5/8"

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10 GAGE

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AutoCAD SHX Text 3E

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%%U(CONNECTOR)

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%%UTERMINAL SECTION

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%%U(BUFFER)

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%%UINSTALLATION

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VARIES

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STEEL TUBE

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(W-BEAM RAIL NOT SHOWN)

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(END PLATE NOT SHOWN)

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PROJECT NAME

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

-1 -1

0 1 6:

D

RU

BA

LC

AV

AA

LV

AR

EZ

C :\C

IV

IL

3D P

RO

JE

CT

S\

OW

LC

RE

EK

-R

AI

L.

DW

G;

(R02)

ROCKY MOUNTAIN REGION

NFSR 858 OWL CREEK

ROAD

RECONSTRUCTION

GRAND MESA,

UNCOMPAHGRE AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

BRIDGE GUARDRAIL

DETAILS, CONTINUED

2018-01-05

RST (HDR ENG.)

LLF (HDR ENG.)

C-7

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7' WOOD POST

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TRAFFIC

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SPLICE LAP

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AND WASHER

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(SEE NOTE 4)

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REFLECTOR TAB

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NAILS (TYPICAL)

AutoCAD SHX Text TWO 16d GALV.

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BLOCK

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WOOD POST

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AutoCAD SHX Text 8"

AutoCAD SHX Text 7"

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 3"

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%%UWOOD POST & BLOCK

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(DIMENSIONS SHOWN ARE FOR NOMINAL

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(PDB01 & PDE01)

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AND WASHER

AutoCAD SHX Text 19 1/4"

AutoCAD SHX Text 3 1/4"

AutoCAD SHX Text

18" BOLT

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IN 3/4" HOLE

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5/8" HEX NUT

AutoCAD SHX Text 5/8" DIA. x 18"

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5/8" HEX NUT

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3/4" DIA. HOLE

AutoCAD SHX Text 7 5/8"

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SLOTS.

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OF SPLICE

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LOCATES CTRS.

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12 GAGE

AutoCAD SHX Text 1 1/16"

AutoCAD SHX Text 25/16"

AutoCAD SHX Text 3 13/16"

AutoCAD SHX Text 2"

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NEUTRAL AXIS,

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5/16" R (TYP.)

AutoCAD SHX Text 1 17/23"

AutoCAD SHX Text 2 1/4"

AutoCAD SHX Text 3 1/4"

AutoCAD SHX Text 12 1/4"

AutoCAD SHX Text 3/8" R.

AutoCAD SHX Text

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SPLICE SLOTS

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EIGHT

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SPLICE

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OF

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& BLOCK OR

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TIMBER POST

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THRU CTR. OF

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THE SPLICE LAP SHOWN

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TRAFFIC DIRECTION FOR

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BLOCK OR GLULAM RAIL

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THICKNESS

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SHEET

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%%URAIL SPLICE

AutoCAD SHX Text (RWM02a)

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%%UW-BEAM RAIL SECTION

AutoCAD SHX Text 1/16"

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(TYP.)

AutoCAD SHX Text 55%%D

AutoCAD SHX Text 55%%D

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3/4" DIA. HOLE

AutoCAD SHX Text 29/32" x 1 1/8"

AutoCAD SHX Text 3/4" x 2 1/2" SLOT

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 12 1/2"

AutoCAD SHX Text 5/8" DIA. x

AutoCAD SHX Text 7.

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%%UNOTES :

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AutoCAD SHX Text 9.

AutoCAD SHX Text 1.

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AutoCAD SHX Text 5.

AutoCAD SHX Text 11.

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ALL W-BEAM SPLICES, AND SPLICES OF TERMINAL CONNECTORS TO W-BEAM SHALL

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BE LAPPED IN THE DIRECTION OF TRAFFIC UNLESS OTHERWISE NOTED. DIRECTION

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OF TRAFFIC IS DEFINED AS THE DIRECTION OF THE RIGHT SIDE OF A FORWARD

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MOVING VEHICLE.

AutoCAD SHX Text MATERIAL TYPE AND SHAPE OF POSTS AND BLOCKS SHALL BE THE SAME THROUGHOUT THE PROJECT EXCEPT WHEN SPECIFIC POSTS AND BLOCKS ARE SPECIFIED SUCH AS AT END ANCHORAGES.

AutoCAD SHX Text STANDARD GALVANIZED ROUND STEEL WASHERS SHALL BE USED UNDER ALL NUTS IN CONTACT WITH WOOD POSTS.

AutoCAD SHX Text REFLECTOR TABS SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE BRIDGE RAIL. THE TABS SHALL BE MOUNTED SO THAT THE BOLT SLOT FACES AWAY FROM THE DIRECTION OF TRAFFIC. BOTH SIDES OF THE TABS SHALL BE REFLECTORIZED SO THAT DELINEATION IS PROVIDED FOR BOTH DIRECTIONS OF TRAVEL. REFLECTORIZATION COLOR SHALL BE AMBER. TABS SHALL BE PLACED ON BRIDGE RAIL POSTS AND APPROACH RAIL POSTS MARKED WITH A "T" APPROACH RAIL POSTS MARKED WITH A "T" ON SHEET C-04.

AutoCAD SHX Text AT THE TIME A POST OR BLOCK IS INSTALLED, NO SEASONING CHECK SHALL BE PERMITTED WHICH EXCEEDS 1/4" IN WIDTH WHEN THE CHECK EXTENDS THE FULL LENGTH OF THE PIECE.

AutoCAD SHX Text WOOD BLOCKS SHALL BE CUT FROM THE SAME CROSS-SECTION, SPECIES, AND GRADE AND SHALL RECEIVE THE SAME PRESERVATIVE TREATMENT AS THE POSTS WHEN WOOD POSTS ARE USED.

AutoCAD SHX Text REFERENCES SUCH AS ``PDB01'', ``PDE01'', AND ``PWE01'' IN THIS STANDARD SPECIFY HARDWARE DETAILS ARE FROM ``A GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE'' PREPARED BY THE AASHTO-AGC-ARTBA JOINT COOPERATIVE COMMITTEE. REFERENCES SUCH AS "P-10-79", "F-3(2")-76", AND "RE-3-73" IN THIS STANDARD SPECIFY HARDWARE DETAILS FORM "A GUIDE TO STANDARDIZED HIGHWAY BARRIER RAIL HARDWARE" PREPARED BY THE AASHTO-AGC-ARTBA JOINT COOPERATIVE COMMITTEE.

AutoCAD SHX Text COMPACTION OF SOIL WITHIN A 3 FOOT RADIUS OF EACH POST SHALL BE COMPLETED ACCORDING TO SECTIONS 617 AND 209 OF THE STANDARD SPECIFICATIONS.

AutoCAD SHX Text 6" x 8" POSTS AND BLOCKS)

AutoCAD SHX Text

BUTTON HEAD BOLT

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GLULAM RAIL

AutoCAD SHX Text 10.

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PRIOR TO FABRICATION OF THIS ITEM, FIVE SETS OF SHOP DRAWINGS FOR ALL

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GUARD RAIL ELEMENTS WHICH COMPLY WITH THE REQUIREMENTS OF THE STANDARD

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SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

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PROJECTS (FP-14) SECTION 556 SHALL BE SUBMITTED TO THE CO FOR APPROVAL.

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AutoCAD SHX Text WOOD POSTS SHALL BE MADE OF DOUGLAS FIR-LARCH OR WESTERN HEMLOCK, SELECT STRUCTURAL GRADE IN ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE WEST COAST LUMBER INSPECTION BUREAU. THE DESIGNATED EXTREME FIBER STRESS IN BENDING SHALL BE 1160 psi (MINIMUM). TIMBER FOR POSTS SHALL BE EITHER ROUGH SAWN (UNPLANED) OR S4S (SURFACED FOUR SIDES) WITH NOMINAL DIMENSIONS INDICATED. ONLY ONE TYPE OF SURFACE FINISH SHALL BE USED FOR POSTS AND BLOCKS IN ANY ONE CONTINUOUS LENGTH OF GUARDRAIL.

AutoCAD SHX Text PRESSURE TREATMENT OF SAWN LUMBER OR GLULAM POSTS AND BLOCKS SHALL BE IN ACCORDANCE WITH AASHTO M133 EXCEPT THAT BLOCKS NEED NOT BE INCISED. PRESERVATION ASSAY RETENTION REPORTS SHALL BE FORWARDED TO THE CO. THE CONTRACTOR SHALL CERTIFY THE SPECIES AND GRADE MEET THE REQUIREMENTS OF THE CONTRACT.

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R02)

ROCKY MOUNTAIN REGION

NFSR 858 OWL CREEK

ROAD

RECONSTRUCTION

GRAND MESA,

UNCOMPAHGRE AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

BRIDGE GUARDRAIL

DETAILS, CONTINUED

2018-01-05

RST (HDR ENG.)

LLF (HDR ENG.)

C-8

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(FWR03)

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AutoCAD SHX Text 7/8"

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GAUGE STEEL. REFLECTIVE SHEETING SHALL CONFORM

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REFLECTOR TABS SHALL BE MANUFACTURED FROM 12 TO 14

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POSITION

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MOUNTING

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ROUNDED CORNERS

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SHEETING

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REFLECTIVE

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TRAFFIC

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AutoCAD SHX Text 90%%d%%p 5%%d

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BOLT

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POST

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5/8" DIA.

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BOTH SIDES

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%%UREFLECTOR TAB

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%%UWITH OVAL SHOULDER

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%%UBUTTON HEAD BOLT

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%%UHEX NUT

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%%UWASHER

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(TO BE USED ONLY WHERE SPECIFIED.)

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%%URECTANGULAR WASHER

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TO ASTM D4956 TYPE III.

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OR

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SINGLE BLOCK & POST (TIMBER)

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WASHERS NOT USED AT RAIL SPLICES

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OVAL

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BUTTON

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HEAD

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& TYPE

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(INCHES)

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DIAMETER

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MIN. 2 1/2

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LENGTH

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FULL (1 1/32)

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(INCHES)

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(INCHES)

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INTENDED USE

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ALL RAIL SPLICES

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THREAD

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LENGTH

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STANDARD NUMBER

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STANDARD NUMBER

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FBB04

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FBB01

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1 PER POST

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& WASHERS

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& WASHERS

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8 PER SPLICE

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AASHTO-AGC-ARTBA

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NO. BOLTS, NUTS

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MATERIAL

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AASHTO M 180,

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CLASS A OR B

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ASTM A 36

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ASTM A 307

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ASTM A 325

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ASTM A 449

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AASHTO M 180

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ASTM A 36

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ASTM F 436

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THE GUARDRAIL SHALL BE FABRICATED FROM CORROSION - RESISTANT STEEL.

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NUTS, BOLTS &

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STUDS FOR

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GENERAL USE

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HIGH STRENGTH

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BOLTS & NUTS

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HIGH STRENGTH

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STUDS & NUTS

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ROUND STEEL

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RECTANGULAR

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OTHER FITTINGS

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WASHERS

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WASHERS

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PART

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W-BEAM RAIL &

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TERMINAL SECTIONS

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BASE PLATE

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SPEC.

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OR

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AASHTO M 232,

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CLASS C

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ASTM

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CLASS 50

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AASHTO M 111

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AASHTO M 180,

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TYPE 1 OR 2

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AASHTO M 111

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GALVANIZING

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SPEC.

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AASHTO M 180,

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TYPE 4

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RESISTANT

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SPEC.

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CORROSION-

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(0.164" MIN)

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U-CHANNEL STEEL POST

(PERFORATED)

U-CHANNEL ROLLED

MILD CARBON STEEL

PERFORATED POST

BOLT

CROSS SECTION

BASE

(SLEEVE)

SIGNS ON SHOULDERS

(WHITE ON BROWN)

(BLACK ON YELLOW)

(WHITE ON RED)

W1-5

OM-3ROM-3L

OWL CREEK PASS 6

OM2-2

BM-L BM-R

(YELLOW)

RIDGEWAY 21

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/1 0/1

8 0 8:

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BA

LC

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3D P

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S\

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NS

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(R02)

ROCKY MOUNTAIN REGION

NFSR 858 OWL CREEK

ROAD

RECONSTRUCTION

GRAND MESA,

UNCOMPAHGRE AND

GUNNISON NATIONAL

FORESTS

OURAY RANGER DISTRICT

SIGN DETAILS

2018-01-05

G.CLARK

D.RUBALCAVA

T-1

M

I N

2' MIN. - 6' MAX.

2' MIN. - 6' MAX.

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