PlansR2.pdf

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE: 11/4/2019

NZ-IPNF-2019-TS1

N

FSR1091 ROAD RECONSTRUCTION

CONSTRUCTION/RECONSTRUCTION PLANS

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

IDAHO PANHANDLE NATIONAL FORESTS

SANDPOINT RANGER DISTRICT

BONNER COUNTY

AREA MAP

MONTANA / IDAHO INDEX MAP

PROJECT LOCATION

PROJECT ENGINEER

IDAHO PANHANDLE NATIONAL

FORESTS

DATE

RECOMMENDED BY:

APPROVED BY:

DESIGNED BY:

FOREST ENGINEER

IDAHO PANHANDLE NATIONAL

FORESTS

DATE

DISTRICT RANGER

IDAHO PANHANDLE NATIONAL FORESTS

DATE

R.1E.

T.57N.

T.58N.

R.2E.R.1W.

Sheet List Table

Sheet Number Sheet Title

1 TITLE

2 SIGNPLAN

3 PROJECT MAP

4 SUMMARY OF QUANTITIES & GENERAL NOTES

5 LOCATION MAP FSR 1091

6 WORKLIST FSR 1091

7 TYPICAL SECTIONS

8 TURNOUT AND TURNAROUND DETAILS

9 CULVERT DETAIL

10 CATCH BASIN DETAIL

11 DRAIN DIP DETAIL

12 GATE DETAIL

AutoCAD SHX Text C:\Users\rrdriggs\Documents\Engineering Projects\Lunch\OneDrive_2019-03-19\Plans and SHEETSET\DWG\TITLE.dwg

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NOT TO SCALE

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NOT TO SCALE

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UNITED STATES

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IDAHO

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OREG.

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WASH.

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CANADA

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IDAHO

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MONTANA

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SANDPOINT RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

FSR1091 ROAD RECONSTRUCTION

REGION ONE

NORTHERN REGION SIGNPLAN

11/4/2019 R DRIGGS M VARCOE 2

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PROJECT NAME

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AutoCAD SHX Text 6' - 12'

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5' MIN.

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ROAD

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CONSTRUCTION

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AHEAD

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3' MIN. DEPTH

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ROAD

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CONSTRUCTION

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NEXT _ MILES

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MOUNTINGS

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PORTABLE AND TEMPORARY

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TYPICAL SIGN INSTALLATION (AS PER MUTCD)

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TYPICAL WARNING & REGULATORY SIGNS (AS PER MUTCD)

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AHEAD

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MACHINERY

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ROAD

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SURVEY

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CREW

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OIL

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FRESH

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TRAFFIC

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HEAVY

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TRUCK

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BLASTING

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ZONE

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END

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CONSTRUCTION

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AHEAD

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ROAD

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CONSTRUCTION

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END

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TO PUBLIC USE

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ROAD CLOSED

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FLAGGER

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* * AHEAD, 500 FT, 1000 FT

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PREPARED

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TO STOP

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BE

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LOCAL TRAFFIC ONLY

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_ MILES AHEAD

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ROAD CLOSED

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CLOSED

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ROAD

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WORK

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1000 FT

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ROAD

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OR

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WORKERS

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AutoCAD SHX Text W8-7 30"x30"

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GRAVEL

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LOOSE

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ZONE

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AHEAD

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BLASTING

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2-WAY RADIO

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AND

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TURN OFF

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PHONE

AutoCAD SHX Text Regulatory Signs - Black on White

AutoCAD SHX Text Warning Signs - Black on Orange

TEMPORARY TRAFFIC CONTROL & SIGN NOTES: 1. The Contractor shall have the responsibility for furnishing, installing, maintaining and removing construction The Contractor shall have the responsibility for furnishing, installing, maintaining and removing construction signs and warning devices in conformance with the latest revision of the Manual of Uniform Traffic Control Devices (M.U.T.C.D.). 2. Contractor will submit a "Traffic Control Plan" to the Contracting Officer for review and approval prior to Contractor will submit a "Traffic Control Plan" to the Contracting Officer for review and approval prior to any work. The Traffic Control Plan will reflect the Contractor's plan of operation and will be acceptable by Local, State and Federal Standards and shall address types, amounts, locations, and timing of signs and warning devices to be used for a specific road or activity. 3. Warning signs shall be installed prior to beginning of work AS SHOWN ON THE DRAWINGS and as Warning signs shall be installed prior to beginning of work AS SHOWN ON THE DRAWINGS and as designated by the Contracting Officer. 4. During periods of non-work (weekends, holidays, end of work day, etc.) all signs shall be covered or During periods of non-work (weekends, holidays, end of work day, etc.) all signs shall be covered or removed. 5. Additional signs and warning devices shall be installed by the Contractor if conditions change. Additional signs and warning devices shall be installed by the Contractor if conditions change. 6. All warning signs shall be removed from the project by the Contractor upon completion and acceptance All warning signs shall be removed from the project by the Contractor upon completion and acceptance of the project. 7. Payment to the Contractor for furnishing, installing, maintaining, and removing construction warning signs Payment to the Contractor for furnishing, installing, maintaining, and removing construction warning signs is included in Pay Item 15101 Mobilization. No separate payment will be made. 8. Warning signs shall be black symbol/message/border on orange background as per M.U.T.C.D. Warning signs shall be black symbol/message/border on orange background as per M.U.T.C.D. 9. Regulatory signs shall be black symbol/message/border on white background as per M.U.T.C.D. Regulatory signs shall be black symbol/message/border on white background as per M.U.T.C.D. 10. All signs shall be either a material that reflects and has a smooth sealed outer surface, or All signs shall be either a material that reflects and has a smooth sealed outer surface, or illuminated to show approximately the same shape and color day and night as per M.U.T.C.D. 11. Signs shall not be attached to trees or existing sign posts unless authorized by Contracting Officer Signs shall not be attached to trees or existing sign posts unless authorized by Contracting Officer in writing. 12. Signs shall be placed on the road side not more than 500 feet from activities when directed by the Signs shall be placed on the road side not more than 500 feet from activities when directed by the Contracting Officer. 13. "Home-made" signs shall not be accepted as approved construction warning signs. "Home-made" signs shall not be accepted as approved construction warning signs. "Home-made" signs shall not be accepted as approved construction warning signs.

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SANDPOINT RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

FSR1091 ROAD RECONSTRUCTION

REGION ONE

NORTHERN REGION PROJECT MAP

11/4/2019 R DRIGGS M VARCOE 3

No Scale

W

Existing Gate

Water Source

FSR 1091 Lunch Peak

W

R

R

Government

Pitrun Source

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PROJECT NAME

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SANDPOINT RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

FSR1091 ROAD RECONSTRUCTION

REGION ONE

NORTHERN REGION SUMMARY OF

QUANTITIES &

GENERAL NOTES

11/4/2019 R DRIGGS M VARCOE 4

GENERAL NOTES:

1) Culverts, Gates and Barriers that are designated for removal become property of the contractor and are to be removed from the National Forest lands and disposed of in accordance with all laws and regulations.

2) Drainage features such as ditches and grade dips are to be constructed at locations designated on the drawings or staked on the ground. Construct drainage features to the minimum standards of the typical's or as needed to facilitate proper drainage. Grade dips should also be constructed to provide for safe log haul.

3) Rock conserved from excavations may be used as riprap armoring at the inlets and outlets of drainage features as long as it meets the specification.

4) Contractor shall seed all areas of disturbed earth outside of the road bed seed mix and application should be in accordance with the specifications of the contract. .

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MP 3.84

Remove Existing Gate

Item 20302B

Furnish and Install Road Closure Device, Gate

Item 61902

MP.3.90

End all Work at the

Lookout

MP. 0.00 JCT With FSR 275

Begin Full Depth Reclaimation

Item 30401

Begin Ditch Reconditioning

Item 30301

Place 250 CY of Aggregate as staked by CO

Item 30115B

OPTION ITEMS

6 EA Excavation Drain Dip Type II as staked by CO

Item 20421

Seeding

Item 62504

Mulching

Item 62505

OPTION ITEM

MP.0.79, 0.87, 1.34, 1.92

Removal and replace existing CMP

See work list

OPTION ITEM

MP 1.49, 2.96

New CMP

See work list

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SANDPOINT RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

FSR1091 ROAD RECONSTRUCTION

REGION ONE

NORTHERN REGION LOCATION MAP FSR

11/4/2019 R DRIGGS M VARCOE 5

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SANDPOINT RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

FSR1091 ROAD RECONSTRUCTION

REGION ONE

NORTHERN REGION WORKLIST FSR 1091

11/4/2019 R DRIGGS M VARCOE 6

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SANDPOINT RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

FSR1091 ROAD RECONSTRUCTION

REGION ONE

NORTHERN REGION TYPICAL SECTIONS

11/4/2019 R DRIGGS M VARCOE 7

FULL DEPTH RECLAMATION TYPICAL SECTION WITH DITCH

NOT TO SCALE

1V:1.5H INSLOPE

1' Min.

C

L

C

L

FULL DEPTH RECLAMATION TYPICAL SECTION WITHOUT DITCH

NOT TO SCALE

INSLOPE OUTSLOPE, OR CROWN 2% TO 4%, TO

MAINTAIN SURFACE DRAINAGE.

10 FT

10 FT

ROADSIDE AND ROADWAY

CLEARING OUTER LIMITS

10 FT

10 FT

ROADSIDE AND ROADWAY

CLEARING OUTER LIMITS

FULL DEPTH RECLAMATION NOTES:

SECTION 303

1. RECONDITIONING INCLUDES CLEANING ALL EXISTING CULVERT INLETS AND OUTLETS AND PULLING ALL NON-FUNCTIONING DITCHES.

SECTION 304

1. SCARIFICATION MAY BE REQUIRED TO OBTAIN A SUITABLE MATERIAL.

2. TREAT INTERSECTING ROADS FOR A DISTANCE OF 50FT

3. FULL DEPTH RECLAMATION, 6" DEPTH, INCLUDES ROADBED, SHOULDERS AND TURNOUTS GRADING AND ROLLER COMPACTION.

MIN 14' + CURVE AND FILL WIDENING

MIN 12' + CURVE AND FILL WIDENING

FULL DEPTH RECLAMATION TYPICAL TURNPIKE SECTION

NOT TO SCALE

1V:1.5H INSLOPE

1' Min.

C

L

10 FT

MIN 12' + CURVE AND FILL WIDENING

10 FT

1' Min.

1V:1.5H INSLOPE

CROWN

MIN 2%

5'

5'

ROADWAY GRUBBING

OUTER LIMITS

5'

5'

ROADWAY GRUBBING

OUTER LIMITS

ROADWAY GRUBBING

OUTER LIMITS

5'

ROADWAY GRUBBING

OUTER LIMITS

5'

ROADSIDE AND ROADWAY

CLEARING OUTER LIMITS

CLEAR HEIGHT 14' Min.

CLEAR HEIGHT 14' Min.

CLEAR HEIGHT 14' Min.

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SANDPOINT RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

FSR1091 ROAD RECONSTRUCTION

REGION ONE

NORTHERN REGION TURNOUT AND TURNAROUND

DETAILS

11/4/2019 R DRIGGS M VARCOE 8

T Y

P I C

A L

S E

C T

I O

N

R O

A D

W

I D

T H

TURNAROUND DETAIL

NOT TO SCALE

34' Minimum

15'

EDGE OF ROAD

A

A

PLAN VIEW

34' MIN

M a x i n

SECTION A-A

TYPICAL

SECTION

ROAD WIDTH

C/L ROAD

25' OR AS NEEDED

30' 60' or as staked 30'

10'

TOL = TURNOUT LEFT

30' 60' or as staked 30'

10'

TOR = TURNOUT RIGHT

15' 60' or as staked 15'

STO = SPLIT TURNOUT

5'

5'

Existing

N O

R M

A L

R O

A D

W

I D

T H

TURNOUT DETAIL

NOT TO SCALE

CENTERLINE ROAD

EDGE OF ROAD

,MATCH EXISTING OR AS STAKED

FILL SLOPE

MATCH EXISTING OR AS STAKED

CUT SLOPE

a x in

F

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SANDPOINT RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

FSR1091 ROAD RECONSTRUCTION

REGION ONE

NORTHERN REGION CULVERT DETAIL

11/4/2019 R DRIGGS M VARCOE 9

DO NOT RAISE OUTLET

ABOVE ORIGINAL GROUND

OR STREAMBED. INSTALL

ENERGY DISSIPATER OR

OUTLET DITCH WHEN

SPECIFIED

ORIGINAL GROUND

OR STREAMBED

CULVERT DETAIL

NOT TO SCALE

MINIMUM COVER PER

MANUFACTURER'S

SPECIFICATIONS

ROAD FINISHED GRADE

5% MINIMUM

CULVERT GRADE

ROAD C

AHEAD STATION

SKEW 120°SKEW 60°

L

OUTLINE OF RIPRAP

WHEN SPECIFIED. SEE

DETAIL THIS SHEET

V

H

H

"T"

DIA/2 (1'MIN)

RIPRAP DETAIL

NOT TO SCALE

INSTALL RIPRAP

WHERE SPECIFIED

A

A

H

SECTION A-A

DIA/2 (1' MIN.)

CULVERT

ROADWAY

FINISHED

GRADE

RIPRAP

RIPRAP CLASS "T"

0 1'-0"

1 1'-6"

2 2'-6"

3 3'-0"

4 3'-6"

SKEW DIAGRAM

NOT TO SCALE

60°

120°

BEDDING AND BACKFILL

AGGREGATE WHERE SPECIFIED

MIN. 1' ON ALL SIDES

B

B

SECTION B-B

(1' MIN.)

CULVERT

ROADWAY

FINISHED

GRADE

BEDDING

6" MIN)

AS PER THE MANUFACTURERS

RECOMMENDATIONS

1' MIN

BEDDING DETAIL

NOT TO SCALE

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SANDPOINT RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

FSR1091 ROAD RECONSTRUCTION

REGION ONE

NORTHERN REGION CATCH BASIN DETAIL

11/4/2019 R DRIGGS M VARCOE 10

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

DIA. + 6"

6"

A

A

H

V

12"

6"

12"

DIA.

CULVERT

SUBGRADE

H

V

RIPRAP

WHERE

SPECIFIED

DITCH DAM

NATIVE MATERIAL

1'-6"

DIA/2 (1'MIN)

2 X DIA

HEADWALL RIPRAP

CUT SLOPE

RIPRAP

INSTALL RIPRAP WHEN SPECIFIED

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SANDPOINT RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

FSR1091 ROAD RECONSTRUCTION

REGION ONE

NORTHERN REGION DRAIN DIP DETAIL

11/4/2019 R DRIGGS M VARCOE 11

A(ft) B(ft) R(ft)

GRADE

TYPE I

TYPE II TYPE III

LENGTH TAPER ROUNDING

0-5

6-9

10-12

LENGTH TAPER ROUNDING LENGTH TAPER ROUNDING

0-5

6-9

10-12

0-5

6-9

30 30

30 50

30 60

2020 25

20 40

20 50

10 - 30

NOTES:

1. CROSS SLOPE OF THE LOW POINT DRAINLINE SHALL BE 5%.

2. SKEW OF DRAINLINE SHALL BE 0-25 DEGREES.

3. WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO

ASSURE WATER GOES ONTO RIPRAP, NOT AROUND.

4. RIPRAP TOP ELEVATION SHALL BE AT TOP OF FINISHED OUTLET

GRADE, NOT SUBGRADE.

5. TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS.

6. UNLESS OTHERWISE SPECIFIED DO NOT INTERCEPT THE

ROADWAY DITCH.

A(ft)

B(ft) R(ft)

A(ft)

B(ft)

R(ft)

B A B

R

R

DRAIN DIP PROFILE

EXISTING ROAD PROFILE

DRAIN DIP

NOT TO SCALE

GRADE

GRADE

10 - 30

4" MIN

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1 2

M

I N

1'

1'-2"

9"

3 4

3"

9 1/2"

1/2"

1 5/8"

2 1/2"

8 1/4"

3/8"

1/2"

48"

1 7/8"

6"

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SANDPOINT RANGER DISTRICT

IDAHO PANHANDLE NATIONAL FORESTS

FSR1091 ROAD RECONSTRUCTION

REGION ONE

NORTHERN REGION GATE DETAIL

11/4/2019 R DRIGGS M VARCOE 12

AutoCAD SHX Text 3/16"x 1 3/4"

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ANGLE IRON

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(TYPICAL)

AutoCAD SHX Text 1/4"x 24"x 24" STEEL PLATE FOR

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HINGE POST AND LOCK CLOSED POST

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WELD AT ALL

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CONTACT POINTS

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14'-0"MIN. 16'-6"MAX.

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

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THREAD END OF 3"

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PIPE TO RECEIVE

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3" PIPE CAP

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TYPE 2 OBJECT

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MARKER

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4"O.D. SQUARE STRUCTURAL

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TUBING (3/16 WALL)

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2 1/2" O.D. SQ. STRUCTURAL

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TUBING (3/16" WALL)

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1"WIDE RING

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CUT FROM

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3 1/2" STD

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BLACK PIPE

AutoCAD SHX Text 3/16"x 1 3/4"

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ANGLE IRON

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3"DIA.

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PIPE

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NOTES:

AutoCAD SHX Text Pipe sizes shown are for standard weight steel pipe

AutoCAD SHX Text Road use sign shall be centered on gate as

AutoCAD SHX Text shown on drawings.

AutoCAD SHX Text Gate post shall be marked with reflectorized yellow

AutoCAD SHX Text Type 2 (MUTCD), object markers, 6"x12", both sides

AutoCAD SHX Text of locked closed post and one side of locked open

AutoCAD SHX Text post as shown on drawings. On hinge post, marker

AutoCAD SHX Text shall be mounted to face traffic when gate is

AutoCAD SHX Text locked open.

AutoCAD SHX Text Road use restricted sign shall be furnished and

AutoCAD SHX Text installed by the contractor, and is indirectly paid

AutoCAD SHX Text After fabrication, all gate components must be

AutoCAD SHX Text sanded to remove all rust, scale and oily substances

AutoCAD SHX Text and painted with brown or red primer meeting

AutoCAD SHX Text requirements of 719.04 (a) Type I.

AutoCAD SHX Text Structural tubing shall be ASTM A36 structural steel.

AutoCAD SHX Text Locked open post should not be ordered until post

AutoCAD SHX Text height has been confirmed by the engineer.

AutoCAD SHX Text Type 3 object markers, 12"x36" panels, white with 3"

AutoCAD SHX Text wide reflective red stripes will be placed on both sides of the gate.

AutoCAD SHX Text Type 2 object markers, 6"x12" panels, yellow.

AutoCAD SHX Text All object markers, types 2&3, shall be furnished and

AutoCAD SHX Text installed by the contractor or purchaser and are

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TOP VIEW-POST BASE

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GATE DETAIL

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NO SCALE

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BACKFILL NOTE (TYPICAL)

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BACKFILL MATERIAL SHALL BE

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PLACED IN 6" MAX. LIFTS. EACH

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LIFT SHALL BE COMPACTED OR

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TAMPED BY HAND PRIOR TO

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PLACING THE NEXT LIFT.

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BACKFILL MATERIAL SHALL BE

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OBTAINED AT OR NEAR THE

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SITE AND SHALL CONTAIN

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ADEQUATE MOISTURE TO

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ALLOW GOOD COMPACTION.

AutoCAD SHX Text 5/16"DIA. x 1 1/4"

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CADMIUM PLATED BOLTS

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W/WASHERS AND NUTS.

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TWO EACH FOR ALL

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SIGNS AND/OR PANELS

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3"O.D. SQ. OR ROUND STRUCTURAL

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TUBING (3/16"WALL) FOR LOCK

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CLOSED POST.

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AutoCAD SHX Text 1/4"

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2"O.D. SQ. STRUCTURAL

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TUBING (3/16"WALL)

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7' LONG, CAP END

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SEE LOCK

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BOX DETAIL

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TYPE 2

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OBJECT

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MARKER

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(OM-3L)

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(OM-3R)

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(ROAD USE RESTRICTED SIGN)

AutoCAD SHX Text make horizontal gate member level.

AutoCAD SHX Text Install locking posts to the elevation necessary to

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2 1/2"O.D. SQ. STRUCTURAL

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TUBING (1/8" WALL)

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POST HEIGHT FOR LOCK OPEN POST MAY

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VARY TO FIT FIELD CONDITIONS. THAT

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PORTION OF THE POST TO BE BURIED

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SHALL NOT BE LESS THAN 24".

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6" O.D. SQUARE STRUCTURAL TUBING

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(3/16" WALL) SEE LOCK BOX DETAIL

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TYPE 2 OBJECT MARKER

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1/4" STEEL PLATE

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3" O.D. SQUARE

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STRUCTURAL TUBING

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(1/8" WALL)

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BACKFILL (TYPICAL)

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SEE BACKFILL NOTE

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UNDER GATE DETAIL

AutoCAD SHX Text 3/16" X 12" X 12"

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STEEL PLATE FOR

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LOCK OPEN POST

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AutoCAD SHX Text 2" O.D.

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TUBING

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TUBING

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TUBING

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TOP VIEW

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SIDE VIEW

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1/4" STEEL PLATE

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TO BE WELDED TO

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TOP OF LOCK BOX

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1/2" RADIUS

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SIDE VIEW

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REMOVABLE

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LOCKING

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TANG

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2"O.D. TUBING

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SECTION A-A

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NO SCALE

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LOCK BOX DETAIL

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LOCK OPEN POST

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NO SCALE

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TYPE 2 OBJECT MARKER

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FACING APPROACHING TRAFFIC

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LOCK OPEN POST

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ROAD SHOULDER OR TOE OF CUT

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ROAD SHOULDER

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TRAVELED WAY

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LOCK CLOSED POST

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MOUNT TYPE 2 OBJECT

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MARKERS EACH SIDE OF

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POST FACING TRAFFIC

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HINGE POST

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TYPE 2 OBJECT MARKER

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TO BE MOUNTED FACING

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TRAFFIC WHEN GATE IS

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LOCKED OPEN

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PLAN VIEW

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POST LOCATIONS

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NO SCALE

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ROAD USE

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RESTRICTED

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4" LETTERS

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1. LETTERS SHALL BE WHITE ON BROWN BACKGROUND

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2. SIGN SHALL BE REFLECTORIZED

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3. SIGN MATERIALS SHALL MEET THE REQUIREMENTS

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OF THE CURRENT EDITION OF THE MANUAL OF

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UNIFORM TRAFFIC CONTROL DEVICES

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ROAD USE RESTRICTED SIGN

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NO SCALE

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SPOT WELD TWO OBLONG LINKS

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TOGETHER (BOTH SIDES)

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NO SCALE

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MULTIPLE LOCKING SYSTEM

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NOTES:

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CONSTRUCT LOCKING DEVICE FROM CARBON

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STEEL WELDLESS OBLONG LINKS

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THE CARBON STEEL WELDLESS OBLONG

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LINKS SHALL BE THE SAME OR EQUIVILENT

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TO THOSE LISTED BY:

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TWO SINGLE LINKS AND ONE DOUBLE (WELDED)

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LINK REQUIRED FOR EACH LOCKING SYSTEM

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SINGLE CARBON STEEL

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WELDLESS OBLONG LINK

AutoCAD SHX Text Item 61902

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DEPTH

AutoCAD SHX Text under item 61902.

AutoCAD SHX Text indirectly paid under items 61902.

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