DRAWINGS.pdf

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REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

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DESCRIPTION JCN

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DATE

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SHEET INDEX

LKT-VOR-701628-G001 NEW FENCE INSTALLATION PROJECT COVER SHEET

LKT-VOR-701628-A001 NEW FENCING INSTALLATION PROJECT PLAN

LKT-VOR-701628-A002 NEW FENCE INSTALLATION PROJECT FENCING DETAIL

LKT VOR

NEW FENCE INSTALLATION PROJECT

SALMON, IDAHO

JANUARY 2022

REFERENCE SHEETS

SHEET NW-D-112-41889-2

SHEET STD_941-40-01_JACKLEG_FENCE

100% SUBMITTAL

NOT FOR CONSTRUCTION:

LATITUDE:

LONGITUDE:

OWNER:

ELEVATION:

LOCATION:

AREA OF PLOT:

BUILDING:

o

05' 38" N o

09' 49" W

U.S. GOVERNMENT FOREST SERVICE

7815 M.S.L.

UNSURVEYED LAND

13,233 SQ. FT.

CONCRETE BLOCK 12'-8"x18'-0"

SITE DATA:

02 2 4

SCALE IN MILES

VICINITY MAP

30'

80'

40'

MAINTAIN

3' MIN. CLEAR

FROM FUEL

TANK, TYPICAL

POST AND RAIL FENCE HEIGHT NOT TO EXCEED

COUNTERPOISE ELEVATION. TYPICAL SEE

GENERAL NOTE 2.

JACK LEG FENCE

HEIGHT NOT

TO EXCEED

COUNTERPOISE

ELEVATION. TYPICAL

SEE GENERAL

NOTE 2

JACK LEG TYP.

JACK LEG FENCE TYPE

POST AND RAIL

FENCE TYPE

INSTALL NEW 6X6 LATCH POST & GATE REST AT

*FULLY OPEN*POSITION OF GATE

GATE REST SHALL MITIGATE FUTURE GATE SAG

EMBED POST INTO SOIL W/CON.FTG.

BUTT JACK LEG FENCE

TO AJACENT GATE POST

BUTT JACK LEG FENCE

TO AJACENT GATE POST

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DRAWN

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SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

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CONSTRUCTION NOTES:

INSTALL NEW VEHICLE GATE, SEE DRAWING A002 DETAIL "1" FOR DETAILS

INSTALL NEW PEDESTRIAN GATE , SEE DRAWING A002 DETAIL 2.

INSTALL JACK LEG FENCE TYPE. REFERENCE TOPOGRAPHY MAP SHEET NW-D-112-41889-2.

INSTALL POST AND RAIL FENCE. SEE SHEET A002 FOR FENCING DETAILS 8, 9.

GATE POST TO

MATCH UP TO

BUILDING

CORNER

GENERAL NOTES:

1. JACK LEG FENCE LAYOUT IS APPROXIMATE. ACTUAL LOCATION AND LAYOUT SHALL BE

DETERMINED IN THE FIELD PRIOR TO CONSTRUCTION.

2. TOP OF ALL TYPE OF FENCING SHALL NOT EXCEED THE HEIGHT OF THE COUNTERPOISE

3. ENSURE ALL UNDERGROUND UTILITIES AND SERVICES ARE LOCATED PRIOR TO DIGGING

4. FOR JACK LEG FENCING, REFERENCE TOPOGRAPHY MAP ON SHEET NW-D-112-41889-2,

STD_941-40-01_JACKLEG_FENCE, AND DEPARTMENT OF AGRICULTURE FOREST SERVICE

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF TRAILS AND TRAIL BRIDGES ON THE

FOREST SERVICE PROJECT- NATIOTAL TECHNOLOGY AND DEVELOPMENT PROGRAM

10/30/2014.

5. CONTRACTORS SHALL NOT DRIVE, PARK, TRAVERSE OR STORE ANY MATERIALS ON THE

COUNTERPOISE. CONSTRUCTION ACCESS MUST BE DONE IN PERIMETER. COORDINATE

WITH THE PROJECT ENGINEER OR RESIDENT ENGINEER REGARDING ACCESS.

LEGEND:

JACK LEG TYPE FENCE.

POST AND RAIL TYPE FENCE.

FENCE INSTALL LENGTH APPROXIMATE:

1. JACK LEG FENCE - APPROCIMATELY 1500 LF. (VERIFY IN FIELD).

2. POST AND RAIL - APPROXIMATELY 300 LF. (VERIFY IN FIELD).

100% SUBMITTAL

NOT FOR CONSTRUCTION:

C

L R

1/2" BOLTS TYP.

GATE ASSEMBLY

5 1/2"

3 1/2 X 5 1/2 X 1/4 STL PL

EA SIDE OF LATCH POST &

GATE REST, THRU-BOLTED

W/ 1/2" BOLTS

6X6 LATCH POST

T.O. FOUNDATION

8"

1" CLR.

6X6 HINGE POST

CUT 1" BEVEL

2- 1X8 VERTICAL

2X6 HORIZONTAL

1X6 DIAGONAL @ INTERIOR ONLY

M

I N

1 1/4"

1/2"

8'-0" MAX

APPROX EQ. SPACING ALONG SINGLE RUN

8'-0" MAX

APPROX EQ. SPACING ALONG SINGLE RUN

FINISH GRADE

ALL FENCE POSTS TO BE 6X6

1'-8" DIA. CONC. FTG. W/ 1" BEVEL

@ TOP, AWAY FROM POST

STAGGER JOINTS

2X6 RAILS - FASTEN TO POST WITH

#16X6" WOOD SCREW

SEE 9/A002 FOR EDGpE SPACING

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L R

6X6 GATE LATCH POST

3X3 GATE STOP

SCREWED TO LATCH POST

SOLID 4X6 GATE REST

MOUNTED TO LATCH POST

1X6 VERTICAL FRAMING

@ EA. SIDE OF 2X RAIL

3- 2X6 HORIZONTAL RAIL

1X6 DIAGONAL BRACE @ EXTERIOR SIDE

1X8 DIAGONAL BRACE @

INTERIOR SIDE

2X12 FILLER B/W 1X12

2- 1X12 VERTICAL FRAMING @ EA. SIDE OF 2X RAIL

INSIDE

OUTSIDE

BOLT AND HOOK STRAP HINGE.

COUNTERBORE BOLT.

6X6 HINGE POST

TYP. FENCE SYSTEM

PER 8/A002

DIRECTION

OF SWING

1X8 DIAGONAL BRACE @ INTERIOR SIDE

3X3 GATE STOP

SCREWED TO GATE POST

2- 1X6 VERTICAL FRAMING

@ EA. SIDE OF 2X RAIL

2X6 HORIZONTAL RAIL

SOLID 4X6 GATE REST

MOUNTED TO LATCH POST

W/ 1/2" BOLTS

BOLT AND HOOK STRAP HINGE

OR APPROVED EQUAL

M

I N

1'-8" DIA. CONC. FOOTING TYP.

EXPOSE FTG. ABOVE FIN. GRADE

& BEVEL ALL TOPS U.N.O. TYP.

1" CHAMFER EA. SIDE

SEE DETAIL 5/A002

2- 1X12 VERTICAL FRAMING @ EA. SIDE OF 2X RAIL

6X6 HINGE POST

WIDTH OF GATE OPENING APPROX.. 12'-0"

FIELD VERIFY WIDTH OF ROAD

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I N

C

L R

C

L R

A A

1X6 DIAGONAL BRACE @ EXTERIOR SIDE

2X12 FILLER B/W VERT & HORIZ RAILS

B

B

6X6 LATCH POST W/ LATCH HASP & STAPLE

TYPICAL FENCE SYSTEM BEYOND.

SEE DETAIL 8/A002

FINISH GRADE

1X6 DIAG. BRACING @ FENCING

ADJACENT TO GATES ONLY

4'-0" GATE OPENING

NOTE: WALK-THRU GATE OF SIM. DESIGN AND HARDWARE TO 14-FT VEHICLE GATE U.N.O.

REFER TO DETAIL 1/A002 FOR DESIGN.

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I N

HINGE POST OF WALK-THRU GATE &

LATCH POST OF 14-FT GATE

2X6 HORIZONTAL RAIL TYP.

1X6 DIAGONAL BRACING @ INTERIOR SIDE ONLY

2- 1X8 VERTICAL FRAMING @ EA. SIDE OF 2X RAIL

3X3 GATE STOP

SEE DETAIL 6/A002

3X3 GATE STOP SCREWED TO

6X6 LATCH POST W/ 1/4X6 WOOD SCREW

1" CLR.

2 1/2" GATE STOP

3 1/2" GATE REST

5 1/2"

GATE ASSEMBLY ON GATE REST

4X6 GATE REST THRU-BOLTED TO

6X6 LATCH POST

3 1/2 X 5 1/2 X 1/4" STL

PL EA SIDE. THRU-BOLT

W/ 3- 1/2" BOLTS

1" CLR.

4 1/2" MIN

10" 8"

#16X6 WOOD SCREWS

CUT 2- 1X12 VERTICAL

1X8 DIAGONAL

2" MIN, TYP.

2X12 FILLER B/W 1X BRACING

6X6 HINGE POST

CUT 1" BEVEL

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REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

A

VEHICLE GATE ELEVATION - INSIDE VIEW WALKWAY GATE ELEVATION - INSIDE VIEW

TYPICAL GATE PLAN 14-FT GATE DET 4-FT GATE DET

FENCE ELEVATION TYPICAL

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

ENLARGEMENT

SECTION A-A

SECTION B-B

1 2 3

4 5 6 7

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

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"

SCALE: 3" = 1'-0"