B08_Solicitation_Atch_2_Drawings.pdf

CONSTRUCTION DRAWINGS

RECOMMENDED:

APPROVED:

DATE

NPS PMIS NO: 218027 THRO DRAWING NUMBER 2021-02

SHEETPKG. NO.

TITLE OF DRAWING DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

REVISIONS

BOUNDARY FENCE REPLACEMENT

9OF

LOCATION WITHIN PARK

NAME OF PARK

REGION

REGION 5 - MISSOURI BASIN

COUNTY

MCKENZIE

STATE

NORTH DAKOTA

NORTH UNIT BOUNDARY - ZONE 4UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

THEODORE ROOSEVELT NATIONAL PARK

MARK SHEET DATE INITIALS

PROJECT MANAGER

SUPERINTENDENT DATE

SOUTHWESTERN NORTH DAKOTA

INDEX TO SHEETS

TITLE OF SHEETSUB SHEETSHEET NUMBER

1 N/A COVER SHEET

2 G1 GENERAL PROJECT, REMOVAL, AND REHABILITATION NOTES

3 - 4 G2 - G3 BOUNDARY FENCE TYPICAL CONSTRUCTION

5 G4 TYPICAL CORNER CONSTRUCTION

6 G5 TYPICAL HORIZONTAL STEEL BRACE CONSTRUCTION

7 G6 TYPICAL WILDLIFE CROSSING CONSTRUCTION

8 G7 TYPICAL GATE CONSTRUCTION

9 G8 TYPICAL WASH CROSSING CONSTRUCTION

THEODORE ROOSEVELT NATIONAL PARK

(NORTH UNIT)

0 25 50 75 100 Miles

THRO2021-02

PROJECT START

PROJECT END

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

APRIL 8TH, 2021

C. L. SEXTON

C. L. SEXTON

G1

NPS PMIS NO: 318027 THRO DRAWING NUMBER 2021-02

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

GENERAL CONSTRUCTION

NOTES

THRO2021-02

9OF

GENERAL MATERIAL AND CONSTRUCTION NOTES

1. NEW FENCE SHALL BE INSTALLED IN THE SAME LINE AS THE EXISTING FENCE.

2. EXISTING WOOD POSTS SHALL BE CUT-OFF AT GROUND LEVEL.

3. REMOVED WOOD POSTS SHALL NOT BE STOCKPILED AND BURNED.

4. EXISTING STEEL POSTS SHALL BE PULLED FROM THE GROUND. STEEL POSTS WHICH BREAK OFF AT GROUND LEVEL SHALL BE PULLED OR

THE STUB SHALL BE PUSHED BELOW THE GROUND SURFACE.

5. ALL REMOVED MATERIAL SHALL BECOME THE RESPONSIBLY OF THE CONTRACTOR. THE CONTRACTOR WILL CONDUCT THE REMOVAL, HAULING, AND PROPER DISPOSAL OF ALL MATERIALS FROM THE EXISTING FENCE. INCLUDING, CLIPS, STAYS, WIRE, WOVEN-WIRE, WOOD POSTS, STEEL POSTS, AND GATES.

6. AVOID DAMAGE TO ALL SURVEY MONUMENTS OR PROPERTY MARKERS WHICH MAYBE FOUND IN PROXIMITY TO THE EXISTING FENCE

LINE.

7. IMMEDIATELY REPORT ANY SURVEY MONUMENTS OR PROPERTY MARKERS DAMAGED DURING FENCE DEMOLITION OR CONSTRUCTION

TO THE C.O.R.

8. ANY SURVEY MONUMENTS OR PROPERTY MARKERS DAMAGED DURING FENCE DEMOLITION OR CONSTRUCTION WILL BE REPLACED AT

THE CONTRACTOR'S EXPENSE.

9. STEEL U-CHANNEL POSTS SHALL BE PAINTED WITH PRIMER AND TOP-COATED WITH BAKED GREEN ENAMEL. POST SHALL BE 9'-0" LONG AND MANUFACTURED TO MEET ASTM A1075-12 GRADE 60, WITH 60 KSI YIELD STRENGTH (MIN.), 90 KSI TENSILE STRENGTH (MIN.), AND WEIGHT 3.0 LBS./FT. POSTS SHALL BE FURNISHED WITH PUNCH HOLES 38" IN DIAMETER, WITH HOLES SPACED 1" ON CENTER. POSTS SHALL BE INSTALLED TO A MINIMUM DEPTH OF 2'-6" AND HAVE AN ABOVE GRADE EXPOSURE OF 6'-6".

10. STEEL T-POSTS (6'-0" AND 10'-0" LENGTHS) SHALL BE STUDDED T-BAR TYPE, MANUFACTURED TO MEET ASTM A702-13, WITH 50 KSI YIELD STRENGTH (MIN.), 80 KSI TENSILE STRENGTH (MIN.), AND INCLUDE A WELDED OR RIVETED ANCHOR PLATE. T-POSTS SHALL BE PAINTED GREEN OR GREEN WITH SILVER OR WHITE TOPS. T-POSTS SHALL BE INSTALLED TO A MINIMUM DEPTH OF 2'-6".

11. WOOD POSTS SHALL BE ROUND AND COMPOSED OF A SOUND SINGLE STEM MEMBER. A SLIGHT BEND OR BOW IN ONE PLAN IS ACCEPTABLE. POSTS THAT ARE TWISTED, ROTTED, EXCESSIVELY BENT/BOWED, OR HAVE CHECKS/CRACKS GREATER THAN 12 THEIR THICKNESS ARE CONSIDERED UNSOUND AND ARE NOT ACCEPTABLE. DIAMETER, LENGTH OF POST, DEPTH BELOW GRADE, AND

EXPOSURE ABOVE GRADE ARE DETAILED IN THE SUBSEQUENT DRAWING SHEETS.

12. WOVEN-WIRE SHALL BE 6'-0" WIDTH, 165'-0" PER ROLL, AND BE CONSTRUCTED WITH 11 GA. TOP AND BOTTOM WIRES, 14 GA. FILLER WIRES, AND A 6" PULLOUT. INTERSECTIONS BETWEEN HORIZONTAL AND VERTICAL WIRES SHALL CONSIST OF A MONARCH HINGE

JOINT KNOT (REDBRAND OR EQUIVALENT).

13. WOVEN-WIRE RUNS SHALL BEGIN AND TERMINATE AT INLINE BRACE, CORNER, GATE, WASH CROSSING, OR STREAM CROSSINGS. NO

INLINE SPLICES OF WOVEN-WIRE ARE PERMITTED BETWEEN BRACING STRUCTURES.

14. WOVEN-WIRE MUST BE STRETCHED TAUT AND STAPLED TO ALL WOOD POSTS WITH GALVANIZED BARBED FENCE STAPLES OR ATTACHED TO STEEL U-CHANNEL POSTS WITH 12.5 GA. GALVANIZED SMOOTH WIRE. STAPLE AND ATTACHMENT POINTS ARE DETAILED IN THE

SUBSEQUENT DRAWING SHEETS.

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

6" 6"

10'-0"

6'-0"6'-6"

3'-6"

TYPICAL INLINE SINGLE BRACE

11 GA. TOP WIRE

3'-6"

11 GA. BOTTOM WIRE

GROUND LEVEL

11 GA. BOTTOM WIRE

11 GA. TOP WIRE

DETAIL - STAPLE LOCATIONS

NOTE: INSTALLATION LOCATION OF 1.5" GALVANIZED BARBED FENCE

STAPLES (7 PER WOOD POST). LOCATED AT THE INTERSECTIONS OF THE TOP

AND BOTTOM WOVEN-WIRE STRANDS, AND 5 ADDITIONAL STAPLES EVENLY

SPACED ON EACH ROUND WOOD POST.

FENCE STAPLES

HORIZONTAL STEEL BRACE, LOCATE

1'-6" DOWN FROM TOP OF POST

GROUND LEVEL

TYPICAL LINE FENCE

LINE POST SPACING MAY NOT EXCEED 16'-0" ON CENTER, SHORTEN SPACING AS NEEDED FOR PROPER SUPPORT.

DISTANCE BETWEEN INLINE BRACES SHALL NOT EXCEED 145'-0"

6'-0" MIN., 8'-0" MAX.

HORIZONTAL STEEL BRACE, LOCATE

1'-6" DOWN FROM TOP OF POST

6'-0" MIN., 8'-0" MAX.

HORIZONTAL STEEL BRACE, LOCATE

1'-6" DOWN FROM TOP OF POST

145'-0" MAX.

VARIABLE WIDTH, 16'-0" MAX. VARIABLE WIDTH, 16'-0" MAX. VARIABLE WIDTH, 16'-0" MAX.

10'-0"

6'-0"6'-6"

3'-6"

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

11 GA. TOP WIRE

11 GA. BOTTOM WIRE

PAINTED STEEL U-CHANNEL POST

9'-0" LENGTH 3.0 LBS. PER FOOT

6" 6" 6" 6"

2'-6" 2'-6"

14 GA. FILLER WIRE

6" 6"

14 GA. FILLER WIRE

14 GA. FILLER WIRE

ATTACH HORIZONTAL STEEL BRACE TO

WOOD POST USING 516 X 3" GALVANIZED

LAG SCREWS (2) AT BOTH ENDS OF BRACE

DETAIL - WIRE TIE LOCATIONS

STEEL U-CHANNEL POST

NOTE: INSTALLATION LOCATION OF 12 12 GA. WIRE TIES

(5 PER POST). LOCATED AT THE INTERSECTIONS OF THE

TOP AND BOTTOM WOVEN-WIRE STRANDS, AND 3

ADDITIONAL TIES EVENLY SPACED ON EACH STEEL

U-CHANNEL POST

12 12 GA. WIRE TIES

GROUND LEVEL

11 GA. BOTTOM WIRE

11 GA. TOP WIRE

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

14 GA. FILLER WIRE

ROUND WOOD POSTS

NEW WOOD POST SHALL BE RELOCATED

3'-0" LEFT OR RIGHT OF EXISTING POST

3'-0" 3'-0"

CUT EXISTING WOOD POST

OFF AT GROUND LEVEL

EX

IS

TI

N

G

PO

ST

N

EW

P O

ST

N

EW

P O

ST

EX

IS

TI

N

G

PO

ST

6'-0" MIN., 8'-0" MAX.

ATTACH HORIZONTAL STEEL BRACE TO

WOOD POST USING 516 X 3" GALVANIZED

LAG SCREWS (2) AT BOTH ENDS OF BRACE

TREATED

WOOD POSTS

6" DIAMETER

10'-0" LENGTH

6"

TREATED

WOOD POSTS

6" DIAMETER

10'-0" LENGTH

DOUBLE WIRE BRACING,

9 GA. TWISTED UNTIL TAUT

DOUBLE WIRE BRACING,

9 GA. TWISTED UNTIL TAUT

TREATED WOOD (2"x 2" MIN.)

OR STEEL REBAR

(#4 MIN.) LEVER

TREATED WOOD (2"x 2" MIN.)

OR STEEL REBAR

(#4 MIN.) LEVER

DETAIL - WOVEN-WIRE TERMINATION

SIDE VIEW TOP VIEW

WRAP AROUND POST TWICE (MIN.)

AND TIE 5 TURNS (MIN.) ABOUT WIRE

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

TIE 5 TURNS (MIN.)

WRAP WIRE AROUND POST

TWICE (MIN,)

STAPLES (3 MIN.)

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

APRIL 8TH, 2021

C. L. SEXTON

C. L. SEXTON

G2

NPS PMIS NO: 318027 THRO DRAWING NUMBER 2021-02

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

BOUNDARY FENCE TYPICAL

CONSTRUCTION

THRO2021-02

9OF

CONSTRUCTION NOTES

1. NEW FENCE SHALL BE INSTALLED IN THE SAME LINE AS THE EXISTING FENCE.

2. REMOVE EXISTING WOOD POSTS BY CUTTING OFF AT GROUND LEVEL.

3. OFFSET NEW INLINE BRACE POSTS 3'-0" LEFT OR RIGHT OF EXISTING POST LOCATION.

4. SPACING BETWEEN INLINE BRACES SHALL NOT EXCEED 145'-0"

5. WOVEN-WIRE RUNS SHALL BEGIN AND TERMINATE AT INLINE BRACE ASSEMBLIES. NO INLINE SPLICES OF

WOVEN-WIRE ARE PERMITTED BETWEEN BRACING STRUCTURES.

6. WOVEN-WIRE MUST BE STRETCHED TAUT AND STAPLED TO ALL WOOD POSTS WITH GALVANIZED STEEL BARBED STAPLES OR ATTACHED TO STEEL U-CHANNEL POST WITH 12.5 GA. GALVANIZED SMOOTH WIRE.

7. INLINE BRACE ASSEMBLIES SHALL BE CONSTRUCTED USING TREATED WOOD POSTS 6" IN DIAMETER AND 10'-0" IN LENGTH. WOOD POSTS SHALL BE SPACED 6'-0" (MIN.) TO 8'-0" (MAX.) APART, INSTALLED PLUMB, 3'-6" BELOW GRADE, AND MAINTAIN A 6'-6" EXPOSURE ABOVE GRADE. A HORIZONTAL STEEL BRACE SHALL BE INSTALLED 1'-6" FROM THE TOP OF THE POSTS AND SECURED WITH 516 X 3" GALVANIZED STEEL LAG SCREWS.

8. DOUBLE DIAGONAL WIRE BRACING SHALL BE INSTALLED ON EACH INLINE BRACE ASSEMBLY. EACH WIRE BRACE SHALL CONSIST OF TWO 9 GA. GALVANIZED STEEL SMOOTH WIRES TWISTED WITH A LEVER UNTIL TAUT. SUITABLE LEVER MATERIAL INCLUDES TREATED WOOD 2"X 2"s OR #4 STEEL REBAR.

9. INLINE STEEL U-CHANNEL POSTS SHALL BE INSTALLED PLUMB, DRIVEN 2'-6" BELOW GRADE, AND MAINTAIN A 6'-6" EXPOSURE ABOVE GROUND SURFACE. MAXIMUM SPACING BETWEEN STEEL U-CHANNEL POST SHALL

NOT EXCEED 16'-0".

GRADUATED WIRE

SPACING

GROUND LEVEL

16'-0" MAX.VARIABLE WIDTH

16'-0" MAX.

VARIABLE WIDTH

16'-0" MAX.

2'-6"2'-6"

2'-6"

2'-6" 2'-6"

POST SPACING SHALL NOT EXCEED 16'-0" ON CENTER, SHORTEN SPACING AS NEEDED FOR PROPER SUPPORT.

11 GA. TOP WIRE

PAINTED STEEL U-CHANNEL POST

9'-0" LENGTH, 3.0 LBS. PER FOOT

11 GA. BOTTOM WIREGRADE BREAK

TOP OF SLOPE

GRADE BREAK

TOE OF SLOPE

GRADE BREAK

TOP OF SLOPE

GRADE BREAK

TOE OF SLOPE

GROUND LEVEL

TYPICAL LINE FENCE AT MINOR GRADE BREAK

DETAIL - WIRE TIE LOCATIONS

STEEL U-CHANNEL POST

NOTE: INSTALLATION LOCATION OF 12 12 GA. WIRE TIES

(5 PER POST). LOCATED AT THE INTERSECTIONS OF THE

TOP AND BOTTOM WOVEN-WIRE STRANDS, AND 3

ADDITIONAL TIES EVENLY SPACED ON EACH STEEL

U-CHANNEL POST

12 12 GA. WIRE TIES

GROUND LEVEL

11 GA. BOTTOM WIRE

11 GA. TOP WIRE

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

14 GA. FILLER WIRE

9'-0"

6'-0"6'-6"

2'-6"

VARIABLE WIDTH

16'-0" MAX.

VARIABLE WIDTH

16'-0" MAX.

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

6" 6" 6"

10'-0"

6'-0"6'-6"

3'-6"

6'-0" MIN., 8'-0" MAX. 6'-0" MIN., 8'-0" MAX.

11 GA. TOP WIRE

3'-6"

TYPICAL INLINE DOUBLE BRACE

11 GA. BOTTOM WIRE

GROUND LEVEL

HORIZONTAL STEEL BRACE, LOCATE

1'-6" DOWN FROM TOP OF POST

14 GA. FILLER WIRE

ATTACH HORIZONTAL STEEL BRACE TO

WOOD POST USING 516 X 3" GALVANIZED

LAG SCREWS (2) AT BOTH ENDS OF BRACE

TREATED

WOOD POSTS

6" DIAMETER

10'-0" LENGTH

6"

DOUBLE WIRE BRACING,

9 GA. TWISTED UNTIL TAUT

DOUBLE WIRE BRACING,

9 GA. TWISTED UNTIL TAUT

TREATED WOOD (2"x 2" MIN.)

OR STEEL REBAR

(#4 MIN.) LEVER

DETAIL - WOVEN-WIRE TERMINATION

SIDE VIEW TOP VIEW

WRAP AROUND POST TWICE (MIN.)

AND TIE 5 TURNS (MIN.) ABOUT WIRE

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

TIE 5 TURNS (MIN.)

WRAP WIRE AROUND POST

TWICE (MIN,)

STAPLES (3 MIN.)

STEEL T-POST9 GA. GALVANIZED STEEL

T-POST WIRE TIE

WOVEN-WIRE

HORIZONTAL STEEL WIRE TOP VIEW

ISO VIEW

DETAIL - WOVEN-WIRE TO T-POST TIE

STEEL T-POST

2'-6" MIN.

DRIVE T-POSTS TO MAINTAIN

A CONSISTENT 6'-6" EXPOSURE

ABOVE GRADE.

STEEL T-POST MAY BE UTILIZED TO PROVIDE

ADDITIONAL SUPPORT BETWEEN STEEL

U-CHANNEL POSTS. SECURE WOVEN-WIRE

TO T-POST USING STANDARD 9 GA. WIRE

FENCE TIES.

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

APRIL 8TH, 2021

C. L. SEXTON

C. L. SEXTON

G3

NPS PMIS NO: 318027 THRO DRAWING NUMBER 2021-02

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

BOUNDARY FENCE TYPICAL

CONSTRUCTION

THRO2021-02

9OF

CONSTRUCTION NOTES

1. NEW FENCE SHALL BE INSTALLED IN THE SAME LINE AS THE EXISTING FENCE.

2. REMOVE EXISTING WOOD POSTS BY CUTTING OFF AT GROUND LEVEL.

3. OFFSET NEW INLINE BRACE POSTS 3'-0" LEFT OR RIGHT OF EXISTING POST LOCATION.

4. WOVEN-WIRE RUNS WILL BEGIN AND TERMINATE AT INLINE BRACE, CORNER, GATE, WASH CROSSING, OR STREAM CROSSINGS. NO INLINE SPLICES OF WOVEN-WIRE ARE PERMITTED BETWEEN BRACING STRUCTURES.

5. WOVEN-WIRE MUST BE STRETCHED TAUT AND STAPLED TO ALL WOOD POSTS WITH GALVANIZED STEEL BARBED STAPLES OR ATTACHED TO STEEL U-CHANNEL POST WITH 12.5 GA. GALVANIZED SMOOTH WIRE.

6. DOUBLE INLINE BRACE ASSEMBLIES SHALL BE CONSTRUCTED USING TREATED WOOD POSTS 6" IN DIAMETER AND 10'-0" IN LENGTH. WOOD POSTS SHALL BE SPACED 6'-0" MIN. TO 8'-0" MAX., INSTALLED PLUMB, 3'-6" BELOW GRADE, AND MAINTAIN A 6'-6" EXPOSURE ABOVE GRADE. TWO HORIZONTAL STEEL BRACES SHALL BE INSTALLED 1'-6" FROM THE TOP OF THE POST AND SECURED WITH 516 X 3" GALVANIZED STEEL LAG SCREWS.

7. DOUBLE DIAGONAL WIRE BRACING SHALL BE INSTALLED ON EACH INLINE BRACE ASSEMBLY. EACH WIRE BRACE SHALL CONSIST OF TWO 9 GA. GALVANIZED STEEL SMOOTH WIRES TWISTED WITH A LEVER UNTIL TAUT. SUITABLE LEVER MATERIAL INCLUDES TREATED WOOD 2" X 2"s OR #4 STEEL REBAR.

8. INLINE STEEL U-CHANNEL POSTS SHALL BE INSTALLED PLUMB, DRIVEN 2'-6" BELOW GRADE, AND MAINTAIN A 6'-6" EXPOSURE ABOVE GRADE. MAXIMUM SPACING BETWEEN STEEL U-CHANNEL POSTS SHALL NOT EXCEED 16'-0".

9. STUDDED STEEL T-POST MUST BE DRIVEN TO A MINIMUM DEPTH OF 2'-6". MAINTAIN 6'-6" EXPOSURE ABOVE

GRADE TO MATCH ADJACENT STRUCTURES OR POSTS.

10. WOVEN-WIRE SHALL BE ATTACHED TO STUDDED T-POSTS USING STANDARD 9 GA. WIRE FENCE TIES.

TYPICAL SINGLE BRACED CORNER

TYPICAL DOUBLE BRACED CORNER

6'-0" M

IN., 8'-0" M

AX.6'-0" MIN, 8'-0" MAX.

6'-0" MIN., 8'-0" MAX.

6'-0" MIN., 8'-0" MAX.

6'-0" M

IN., 8'-0" M

AX.

6'-0" M

IN., 8'-0" M

AX.

4'-0" MIN.

4'-0" MIN.

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

GROUND LEVEL

TREATED

WOOD POST

8" DIAMETER

12'-0" LENGTH

TREATED

WOOD POST

8" DIAMETER

12'-0" LENGTH

11 GA. TOP WIRE

11 GA. BOTTOM WIRE 11 GA. BOTTOM WIRE

TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

6'-0" 6'-0"

ATTACH STEEL BRACE TO WOOD POST

WITH 516 x 3" GALVANIZED LAG SCREWS (4 PER BRACE)

ATTACH STEEL BRACE TO WOOD POST

WITH 516 x 3" GALVANIZED LAG SCREWS (4 PER BRACE)

DECISION CRITERIA FOR INLINE BRACE VS. CORNER STRUCTURE

NOTE: IF FENCE DEFLECTS MORE THAN 3'-0" FROM ALIGNMENT, A STANDARD CORNER ASSEMBLY

IS REQUIRED. OTHERWISE USE AN INLINE DOUBLE BRACE ASSEMBLY (SEE DRAWING SHEET G2)

3'-0"

22°

6'-0" MIN., 8'-0" MAX.6'-0" MIN., 8'-0" MAX.

DEFLECTION FROM RUNNING

ALIGNMENT

FENCE ALIGNMENTFENCE ALIGNMENT

3'-6" MIN.3'-6" MIN. 3'-6" MIN.3'-6" MIN.

11 GA. TOP WIRE

6'-6" 6'-6"

4"

HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

14 GA. FILLER WIRE

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

11 GA. BOTTOM WIRE

11 GA. TOP WIRE

DETAIL - FENCE STAPLE LOCATION

NOTE: INSTALLATION LOCATION OF 1.5" GALVANIZED BARBED FENCE

STAPLES (7 PER WOOD POST). LOCATED AT THE INTERSECTIONS OF THE TOP

AND BOTTOM WOVEN-WIRE STRANDS, AND 5 ADDITIONAL STAPLES EVENLY

SPACED ON EACH ROUND WOOD POST.

FENCE STAPLES

GROUND LEVEL

14 GA. FILLER WIRE

ROUND WOOD POSTS

4"

HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

14 GA. FILLER WIRE

TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

3'-6" MIN. 3'-6" MIN.

TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

DETAIL - WOVEN-WIRE TERMINATION

SIDE VIEW TOP VIEW

WRAP AROUND POST TWICE (MIN.)

AND TIE 5 TURNS (MIN.) ABOUT WIRE

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

TIE 5 TURNS (MIN.)

WRAP WIRE AROUND POST

TWICE (MIN,)

STAPLES (3 MIN.)

SIDE VIEW

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

GALVANIZED STEEL

BARBED FENCE STAPLE TOP VIEW

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

DETAIL - FENCE STAPLE INSTALLATION

CUT OFF EXCESS POST MATERIALTO

MATCH 6'-6" EXPOSURE ABOVE GRADE

CUT OFF EXCESS POST MATERIALTO

MATCH 6'-6" EXPOSURE ABOVE GRADE

DOUBLE WIRE BRACING,

9 GA. TWISTED UNTIL T

AUT

DOUBLE WIRE BRACING,

9 GA. TWISTED UNTIL T

AUT

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

APRIL 8TH, 2021

C. L. SEXTON

C. L. SEXTON

G4

NPS PMIS NO: 318027 THRO DRAWING NUMBER 2021-02

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

BOUNDARY FENCE TYPICAL

CORNER CONSTRUCTION

THRO2021-02

9OF

CONSTRUCTION NOTES

1. NEW CORNERS SHALL BE INSTALLED IN THE SAME LINE AS THE EXISTING FENCE.

2. REMOVE EXISTING WOOD POSTS BY CUTTING OFF AT GROUND LEVEL.

3. WOVEN-WIRE RUNS WILL BEGIN AND TERMINATE AT CORNER BRACE ASSEMBLY.

4. WOVEN-WIRE MUST BE STRETCHED TAUT AND ATTACHED TO ALL WOOD POSTS WITH GALVANIZED BARBED

FENCE STAPLES.

5. CORNER ASSEMBLY SHALL BE CONSTRUCTED USING TREATED WOOD POSTS 8" IN DIAMETER AND 12'-0" IN LENGTH AT THE CORNER, AND 8" IN DIAMETER AND 10'-0" IN LENGTH AT THE FLANKING POSITIONS. WOOD POSTS SHALL BE INSTALLED PLUMB, 3'-6" (10'-0 LENGTHS) OR 4'-0" (12'-0" LENGTHS, MIN.) BELOW GRADE, AND MAINTAIN A 6'-6" EXPOSURE ABOVE GRADE. TWO HORIZONTAL STEEL BRACES SHALL BE INSTALLED 1'-6"

FROM THE TOP OF THE POSTS AND SECURED WITH 516 X 3" GALVANIZED STEEL LAG SCREWS.

6. THE 12'-0" CORNER POST SHALL BE CUT OFF TO MAINTAIN A 6'-6" EXPOSURE ABOVE GRADE.

7. DOUBLE DIAGONAL WIRE BRACING SHALL BE INSTALLED ON EACH CORNER BRACE ASSEMBLY. EACH WIRE BRACE SHALL CONSIST OF TWO 9 GA. GALVANIZED STEEL SMOOTH WIRES TWISTED WITH A LEVER UNTIL TAUT. SUITABLE LEVER MATERIAL INCLUDES 2" X 2"s OR #4 STEEL REBAR.

PRIMARY TUBE

2"

6"

5 1/2"

1"

8" DIAMETER

THROUGH HOLE (2X)

MOUNTING PLATE

FRONT VIEW

TOP VIEW

6"

2 1/4"

72 1/8"

3"

16" DIAMETER HOLE

MOUNTING PLATE

SIDE VIEW

8" DIAMETER

THROUGH HOLE

6"

5 1/2"

1/8"

72 1/8"

1/8"

2"

1/8"

1 1/2"

1 1/2"

3/4"

PRIMARY TUBE

SIDE VIEW

4" FILLET WELD

4" FILLET WELD

SECONDARY TUBE

TOP VIEW

SECONDARY TUBE

SIDE VIEW

6"

2 3/8"

2"

72 1/8" 1/8"

72 1/8" 1/8"

SQUARE TUBE - 1 12" x 1 12" - 16 GA. WALL THICKNESS

SQUARE TUBE - 1 12" x 1 12" - 16 GA. WALL THICKNESS

1 1/4"

1 1/4"

SQUARE TUBE - 1 14" x 1 14" - 16 GA. WALL THICKNESS

SQUARE TUBE - 1 14" x 1 14" - 16 GA. WALL THICKNESS

4" FILLET WELD

4" FILLET WELD

INSTALL 516 x 1" HEX HEAD DRILLING SCREW TO FIX BRACE LENGTH

6'-0" MIN. FULLY COLLAPSED, 8'-0" MAX FULLY EXTENDED

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

APRIL 8TH, 2021

C. L. SEXTON

C. L. SEXTON

G5

NPS PMIS NO: 318027 THRO DRAWING NUMBER 2021-02

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

TYPICAL HORIZONTAL STEEL

BRACE CONSTRUCTION

THRO2021-02

9OF

CONSTRUCTION NOTES

1. HORIZONTAL BRACE SHALL BE CONSTRUCTED FROM 16 GA. STEEL SQUARE TUBING AND INCLUDE 18" THICK STEEL MOUNTING PLATES WITH DRILLED HOLES TO ACCOMMODATE TWO 516" LAG SCREWS WHICH SHALL BE

USED TO ATTACHED TO WOOD POSTS.

2. HORIZONTAL STEEL BRACE SHALL TELESCOPE, THEREBY ACCOMMODATING WOOD POST SPACING FROM 6'-0"

(MIN.) TO 8'-0" (MAX.)

3. MOUNTING PLATES SHALL BE FILLET WELDED TO THE SQUARE TUBING

4. TELESCOPING FEATURE OF HORIZONTAL BRACE SHALL BE ARRESTED BY THE INSTALLATION OF A 516 X 1" LONG

GALVANIZED HEX HEADED DRILLING SCREW.

GRADUATED WIRE

SPACING

TYPICAL WILDLIFE CROSSING

GROUND LEVEL

6" 6"

11 GA. TOP WIRE

11 GA. BOTTOM WIRE

3'-6"

8'-0" MIN., 16'-0" MAX.

TREATED

WOOD POSTS

6" DIAMETER

10'-0" LENGTH

16" DIAMETER GALVANIZED

WIRE ROPE

16" DIAMETER GALVANIZED

WIRE ROPE

FORGED 10" 1/2-13

GALVANIZED CLOSED EYE BOLT

FORGED 10" 1/2-13

GALVANIZED CLOSED EYE BOLT

TERMINATE WOVEN-WIRE BY

WRAPPING AROUND (MIN. 2) AND

STAPLING (MIN. 3) TO GATE POST

TERMINATE WOVEN-WIRE BY

WRAPPING AROUND (MIN. 2) AND

STAPLING (MIN. 3) TO GATE POST

1'-2" MIN., 1'-4" MAX.

1'-0"

5'-0"

10'-0"

6'-0"6'-6"

3'-6"

DETAIL - EYE BOLT CONNECTION

FORGED 10" 1/2-13

GALVANIZED CLOSED EYE BOLT

TOP 3 STRANDS OF WOVEN-WIRE ARE CUT

AND WRAPPED AROUND WOOD POST AND STAPLED TO

TERMINATE AT TOP OF WILDLIFE CROSSING

NUT AND WASHER

MAINTAIN 2" LENGTH OF

THREAD (MIN.) INSIDE

WOOD POST

SECURE WIRE ROPE WITH

GALVANIZED WIRE ROPE

CLIPS (2 MIN.) AT EACH EYE BOLT

16" DIAMETER

GALVANIZED

WIRE ROPE

11 GA. TOP WIRE

WILDLIFE CROSSING (JUMP-OVER)

DETAIL - EYE BOLT CONNECTION

WILDLIFE CROSSING (CRAWL-UNDER)

FORGED 10" 1/2-13

GALVANIZED CLOSED EYE BOLT

NUT AND WASHER

MAINTAIN 2" LENGTH

OF THREAD (MIN.)

INSIDE WOOD POST

SECURE WIRE ROPE WITH

GALVANIZED WIRE ROPE

CLIPS (2 MIN.) AT EACH EYE BOLT

6"

6"

GROUND LEVEL

1'-2" (MIN.) TO 1'-4" (MAX.)

ABOVE GROUND

14 GA. FILLER WIRE

6"

DETAIL - WOVEN-WIRE TERMINATION

SIDE VIEW TOP VIEW

WRAP AROUND POST TWICE (MIN.)

AND TIE 5 TURNS (MIN.) ABOUT WIRE

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

TIE 5 TURNS (MIN.)

WRAP WIRE AROUND POST

TWICE (MIN,)

STAPLES (3 MIN.)

WRAP WOVEN WIRE VERTICAL WIRE

OVER WIRE ROPE AND TIE 5 (MIN.)

TURNS ABOUT WIRE

WRAP WOVEN WIRE VERTICAL WIRE

OVER WIRE ROPE AND TIE 5 (MIN.)

TURNS ABOUT WIRE

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

11 GA. BOTTOM WIRE

11 GA. TOP WIRE

DETAIL - FENCE STAPLE LOCATION

NOTE: INSTALLATION LOCATION OF 1.5" GALVANIZED BARBED FENCE

STAPLES (7 PER WOOD POST). LOCATED AT THE INTERSECTIONS OF THE TOP

AND BOTTOM WOVEN-WIRE STRANDS, AND 5 ADDITIONAL STAPLES EVENLY

SPACED ON EACH ROUND WOOD POST.

FENCE STAPLES

GROUND LEVEL

14 GA. FILLER WIRE

ROUND WOOD POSTS

14 GA. FILLER WIRE

14 GA. FILLER WIRE

SIDE VIEW

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

GALVANIZED STEEL

BARBED FENCE STAPLE TOP VIEW

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

DETAIL - FENCE STAPLE INSTALLATION

TERMINATE LOWER STRANDS OF WOVEN-WIRE

TO PROVIDE OPENING FOR WILDLIFE CROSSING

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

APRIL 8TH, 2021

C. L. SEXTON

C. L. SEXTON

G6

NPS PMIS NO: 318027 THRO DRAWING NUMBER 2021-02

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

BOUNDARY FENCE TYPICAL

WILDLIFE CROSSING

CONSTRUCTION

THRO2021-02

9OF

CONSTRUCTION NOTES

1. WILDLIFE CROSSINGS SHALL BE INSTALLED IN THE SAME LOCATION AS EXISTING CROSSING STRUCTURES.

2. NEW WILDLIFE CROSSINGS SHALL COMBINE BOTH A JUMP-OVER AND CRAWL-UNDER INTO THE SAME

ASSEMBLY.

3. REMOVE EXISTING WOOD POSTS BY CUTTING OFF AT GROUND LEVEL.

4. WOVEN-WIRE RUNS SHALL NOT TERMINATE AT WILDLIFE CROSSING STRUCTURES.

5. WOVEN-WIRE MUST BE STRETCHED TAUT AND ATTACHED TO ALL WOOD POSTS WITH GALVANIZED BARBED

FENCE STAPLES.

6. WILDLIFE CROSSINGS SHALL BE CONSTRUCTED USING TREATED WOOD POSTS 6" IN DIAMETER AND 10'-0" IN LENGTH. WOOD POSTS SHALL BE SPACED 8'-0" MIN. TO 16'-0" MAX. APART, INSTALLED PLUMB, 3'-6" BELOW

GRADE, AND MAINTAIN A 6'-6" EXPOSURE ABOVE GRADE.

7. A 516" DIAMETER GALVANIZED STEEL WIRE ROPE WILL BE INSTALLED AT BOTH JUMP-OVER AND CRAWL-UNDER TO PROVIDE ATTACHMENT POINTS TO TERMINATE VERTICAL STRANDS OF WOVEN-WIRE.

8. 10" 12 -13 GALVANIZED STEEL CLOSED EYE-BOLTS SECURED WITH A WASHER AND NUT SHALL BE BE USED TO ATTACH GALVANIZED STEEL WIRE ROPE TO THE WOOD POSTS. WIRE ROPE WILL BE LOOPED THROUGH EYE-BOLT, PULLED TAUT, AND ATTACHED TO ITSELF USING GALVANIZED STEEL WIRE ROPE CLIPS.

9. EYE-BOLTS SHALL BE INSTALLED WITH A MINIMUM OF 2" OF THREADED SHANK REMAINING INSIDE THE POST

TO FACILITATE FUTURE TIGHTENING OF THE WIRE ROPE.

10. CRAWL-UNDERS SHALL BE CONSTRUCTED WITH THE WIRE ROPE INSTALLED 1'-2" MIN. TO 1'-4" ABOVE GRADE.

11. JUMP-OVERS SHALL BE CONSTRUCTED WITH THE WIRE ROPE INSTALLED 5'-2" ABOVE GRADE.

TYPICAL CHAIN-LINK GATE

11 GA. TOP WIRE

11 GA. BOTTOM WIRE

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

10'-0"

6'-0"6'-6"

8" 8" 8"

8"

2'-0"

6"

TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

3'-6"

4'-0" MIN.TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

TREATED

WOOD POST

8" DIAMETER

12'-0" LENGTH

4'-0" MIN.

3'-6"

6"6"

WOOD POST 7'-6" MIN. ABOVE GRADE

MATCH FINAL ELEVATION ON

BOTH GATE POSTS

FORGED 12" 1/2-13

GALVANIZED CLOSED EYE BOLT

16" DIAMETER GALVANIZED

WIRE ROPE TERMINATE WOVEN-WIRE BY

WRAPPING AROUND (MIN. 2) AND

STAPLING (MIN. 3) TO GATE POST

HORIZONTAL STEEL BRACE, LOCATE

1'-6" DOWN FROM TOP OF POST

SIZE FOR 6'-0" x 12'-0" (NOMINAL SIZE) CHAIN-LINK GATE

AND ASSOCIATED HINGE HARDWARE6'-0" MIN., 8'-0" MAX. 6'-0" MIN., 8'-0" MAX.

TREATED

WOOD POST

6" DIAMETER

TO SUPPORT GATE

WHEN CLOSED

GATE HINGE ASSEMBLY

USE 3 PER GATE

NOTE: PIVOT ONE BOLT HOOK

180-DEGREES TO SERVE AS A "HINGE-LOCK",

THEREBY PREVENTING THE GATE FROM

BEING LIFTED OFF THE HINGES

CLEARANCE 3" MIN., 5" MAX.

BOTTOM OF GATE TO GROUND

TREATED

WOOD POST

8" DIAMETER

12'-0" LENGTH

14 GA. FILLER WIRE

DETAIL - WOVEN-WIRE TERMINATION

SIDE VIEW TOP VIEW

WRAP AROUND POST TWICE (MIN.)

AND TIE 5 TURNS (MIN.) ABOUT WIRE

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

TIE 5 TURNS (MIN.)

WRAP WIRE AROUND POST

TWICE (MIN,)

STAPLES (3 MIN.)

DETAIL - EYE BOLT CONNECTION & GATE HINGE

8"

TREATED WOOD (2"x 2" MIN.)

OR STEEL REBAR

(#4 MIN.) LEVER

TREATED WOOD (2"x 2" MIN.)

OR STEEL REBAR

(#4 MIN.) LEVER

DOUBLE WIRE BRACING,

9 GA. TWISTED UNTIL TAUT

DOUBLE WIRE BRACING,

9 GA. TWISTED UNTIL TAUT

FORGED 12" 1/2-13

GALVANIZED CLOSED EYE BOLT

NUT AND WASHER

MAINTAIN 2" LENGTH OF

THREAD (MIN.) INSIDE

WOOD POST

SECURE WIRE ROPE WITH

GALVANIZED WIRE ROPE

CLIPS (2 MIN.) AT EACH EYE BOLT 5

16" DIAMETER

GALVANIZED

WIRE ROPE

NUT AND WASHER

NUT AND WASHER

12" 58 - 11 GALVANIZED STEEL HINGE J-HANGER BOLT (QTY. 3 PER GATE)

9 GA. GALVANIZED STEEL CHAIN-LINK MESH

2" DIAMETER GALVANIZED STEEL PIPE FRAMING

SIDE VIEW

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

GALVANIZED STEEL

BARBED FENCE STAPLE TOP VIEW

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

DETAIL - FENCE STAPLE INSTALLATION

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

11 GA. BOTTOM WIRE

11 GA. TOP WIRE

DETAIL - FENCE STAPLE LOCATION

NOTE: INSTALLATION LOCATION OF 1.5" GALVANIZED BARBED FENCE

STAPLES (7 PER WOOD POST). LOCATED AT THE INTERSECTIONS OF THE TOP

AND BOTTOM WOVEN-WIRE STRANDS, AND 5 ADDITIONAL STAPLES EVENLY

SPACED ON EACH ROUND WOOD POST.

FENCE STAPLES

GROUND LEVEL

14 GA. FILLER WIRE

ROUND WOOD POSTS

4"

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

APRIL 8TH, 2021

C. L. SEXTON

C. L. SEXTON

G7

NPS PMIS NO: 318027 THRO DRAWING NUMBER 2021-02

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

BOUNDARY FENCE TYPICAL

GATE CONSTRUCTION

THRO2021-02

9OF

CONSTRUCTION NOTES

1. GATES SHALL BE INSTALLED IN THE SAME LOCATION AS THE EXISTING FENCE; HOWEVER, SUPPORT

POSTS SHALL BE OFFSET LEFT OR RIGHT OF EXISTING POSTS.

2. REMOVE EXISTING WOOD POSTS BY CUTTING OFF AT GROUND LEVEL.

3. WOVEN-WIRE RUNS WILL BEGIN AND TERMINATE AT GATE BRACING STRUCTURE.

4. WOVEN-WIRE MUST BE STRETCHED TAUT AND STAPLED TO WOOD POSTS WITH GALVANIZED BARBED

FENCE STAPLES.

5. GATE BRACE ASSEMBLY SHALL BE CONSTRUCTED USING TREATED WOOD POSTS 8" IN DIAMETER AND 12'-0" IN LENGTH NEAREST TO THE GATE OPENING, AND 8" DIAMETER 10'-0" IN LENGTH AT THE FLANKING POSITIONS. WOOD POSTS SHALL BE INSTALLED PLUMB, 3'-6" (10'-0" LENGTHS) OR 4'-0" (12'-0" LENGTHS) BELOW GRADE, AND MAINTAIN A 6'-6" EXPOSURE ABOVE GRADE. THE POST NEAREST THE GATE SHOULD HAVE A MINIMUM 7'-6" EXPOSURE ABOVE GRADE. A HORIZONTAL STEEL BRACE SHALL BE INSTALLED 1'-6" FROM THE TOP OF THE POST AND SECURED WITH 516 X 3" GALVANIZED

STEEL LAG SCREWS.

6. DOUBLE DIAGONAL WIRE BRACING SHALL BE INSTALLED ON EACH GATE BRACE ASSEMBLY. EACH WIRE BRACE SHALL CONSIST OF TWO 9 GA. GALVANIZED STEEL SMOOTH WIRES TWISTED WITH A LEVER UNTIL TAUT. SUITABLE LEVER MATERIAL INCLUDES TREATED WOOD 2"X 2"s OR #4 STEEL REBAR.

7. A 516" DIAMETER STEEL WIRE ROPE SHALL BE INSTALLED ABOVE THE CHAIN-LINK GATE, CONNECTING

THE GATE SUPPORT POSTS.

8. 12" 12 - 13 GALVANIZED STEEL CLOSED EYE-BOLTS SECURED WITH A WASHER AND NUT SHALL BE USED TO ATTACH GALVANIZED STEEL WIRE ROPE TO THE WOOD POSTS. WIRE ROPE SHALL BE LOOPED THROUGH EYE-BOLT, PULLED TAUT, AND ATTACHED TO ITSELF USING GALVANIZED STEEL WIRE ROPE

CLIPS.

9. EYE-BOLTS AND WIRE ROPE SHALL BE INSTALLED 4" BELOW THE TOP OF THE GATE SUPPORT POSTS.

10. EYE-BOLTS SHALL BE INSTALLED WITH A MINIMUM OF 2" OF THREADED SHANK REMAINING INSIDE THE

POST TO FACILITATE FUTURE TIGHTENING OF THE WIRE ROPE.

11. CHAIN-LINK GATE (6'-0" X 12'-0") WILL BE ATTACHED TO 8" DIAMETER WOOD GATE POSTS USING 3 GALVANIZED STEEL 58 - 11 HINGE J-HANGER BOLTS. EACH J-BOLT WILL BE SECURED TO THE GATE POST

USING NUTS AND WASHERS ON BOTH SIDES OF THE POSTS.

12. ONE J-HANGER BOLT SHALL BE PIVOTED 180-DEGREES TO SERVE AS A "HINGE-LOCK"; THEREBY

PREVENTING THE GATE FROM BEING LIFTED OFF THE HINGES.

13. NATIONAL PARK SERVICE SHALL PROVIDE CHAIN AND PADLOCKS TO SECURE THE GATES IN A CLOSED

POSITION.

14. CHAIN-LINK GATE SHOULD BE SET TO PROVIDE 3" (MIN.) TO 5" (MAX.) CLEARANCE ABOVE GRADE.

15. A TREATED 6" DIAMETER WOOD POST SHALL BE INSTALLED AT THE END OF EACH GATE TO PROVIDE SUPPORT TO THE GATE WHEN CLOSED. WOOD POST SHALL BE INSTALLED 2'-0" BELOW GRADE, AND HAVE AN ABOVE GRADE EXPOSURE OF 3" (MIN.) TO 5" (MAX.). A CLOSED GATE SHOULD REST UPON

THIS POST TO PREVENT FUTURE SAGGING.

TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

GROUND LEVEL

GROUND LEVEL

4" HORIZONTAL

WIRE SPACING

GRADUATED WIRE

SPACING

GROUND LEVEL

VARIABLE WIDTH6'-0" MIN., 8'-0" MAX. 6'-0" MIN., 8'-0" MAX.

11 GA - TOP WIRE

8" 8"

8" 8" 8" 8"

8"8"

3'-6"

6'-0" MIN., 8'-0" MAX. 6'-0" MIN., 8'-0" MAX.VARIABLE WIDTH

10'-0"

6'-0"

2'-6" MIN

6'-6"

2'-6" MIN.

SMOOTH BOTTOM WIRE

1-2" MIN., 1-4" MAX. ABOVE GRADE

BARBED WIRE

8" MIN. 12" MAX. SPACING

BETWEEN STRANDS

VARIABLE POST SPACING

16'-0" MAX.

VARIABLE POST SPACING

16'-0" MAX.

10'-0"

6'-0"6'-6"

DRIVE T-POST TO MATCH ELEVATION

OF WOOD BRACE STRUCTURE, LOCATE

T-POST AT TOP EDGE OF GRADE BREAK

HORIZONTAL STEEL BRACE, LOCATE

1'-6" DOWN FROM TOP OF POST

HORIZONTAL STEEL BRACE, LOCATE

1'-6" DOWN FROM TOP OF POST

HORIZONTAL STEEL BRACE, LOCATE

1'-6" DOWN FROM TOP OF POST

HORIZONTAL STEEL BRACE, LOCATE

1'-6" DOWN FROM TOP OF POST

ATTACH BARBED-WIRE TO

T-POST USING STANDARD

9-GA WIRE FENCE TIES

ATTACH SMOOTH-WIRE TO

T-POST USING STANDARD

9-GA WIRE FENCE TIES

TERMINATE BARBED, SMOOTH, &

WOVEN WIRE BY WRAPPING AROUND

(MIN. 2) AND STAPLING (MIN. 3) TO

WOOD POST BRACE STRUCTURE

2'-6" MIN.2'-6" MIN. 2'-6" MIN.

2'-6" MIN. T-POSTS MAY BE SUBSTITUTED FOR STEEL

U-CHANNEL POSTS IN CONSTRUCTION OF

WASH CROSSINGS

-- NOTE: C.O.R APPROVAL REQUIRED --

DRIVE T-POST TO MATCH ELEVATION

OF WOOD BRACE STRUCTURE, LOCATE

T-POST AT TOP EDGE OF GRADE BREAK

VARIABLE POST SPACING

16'-0" MAX.

BARBED WIRE 8" MIN. 12" MAX.

SPACING BETWEEN STRANDS

SMOOTH BOTTOM WIRE

1-2" MIN., 1-4" MAX. ABOVE GRADE

TERMINATE BARBED & SMOOTH WIRE

BY WRAPPING AROUND (MIN. 2) AND

STAPLING (MIN. 3) TO WOOD POST

BRACE STRUCTURE

GROUND LEVEL

TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

TYPICAL WASH CROSSING - CONSTRUCTION METHOD B

TYPICAL WASH CROSSING - CONSTRUCTION METHOD A

GRADE BREAK

TOP OF SLOPE

GRADE BREAK

TOE OF SLOPE

GRADE BREAK

TOE OF SLOPE

GRADE BREAK

TOP OF SLOPE

ATTACH BARBED & SMOOTH

WIRE TO T-POST USING

STANDARD 9-GA. WIRE

FENCE TIES

11 GA. TOP WIRE

3'-6"

3'-6" 3'-6"

11 GA. BOTTOM WIRE

11 GA. BOTTOM WIRE

14 GA. FILLER WIRE

14 GA. FILLER WIRE

6"

6"

ATTACH HORIZONTAL STEEL BRACE TO

WOOD POST USING 516 X 3" GALVANIZED

LAG SCREWS AT BOTH ENDS OF BRACE

ATTACH HORIZONTAL STEEL BRACE TO

WOOD POST USING 516 X 3" GALVANIZED

LAG SCREWS AT BOTH ENDS OF BRACE

LOCATE POST 4'-0"

AWAY FROM GRADE BREAK

TREATED WOOD (2"x 2" MIN.)

OR STEEL REBAR

(#4 MIN.) LEVER

TREATED WOOD (2"x 2" MIN.)

OR STEEL REBAR

(#4 MIN.) LEVER

DOUBLE WIRE BRACING,

9 GA. TWISTED UNTIL TAUT

TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

LOCATE POST 4'-0"

AWAY FROM GRADE BREAK

DOUBLE WIRE BRACING,

9 GA. TWISTED UNTIL TAUT

TREATED

WOOD POST

8" DIAMETER

10'-0" LENGTH

DETAIL - WOVEN & BARBED WIRE TERMINATION

SIDE VIEW TOP VIEW

WRAP AROUND POST TWICE (MIN.)

AND TIE 5 TURNS (MIN.) ABOUT WIRE

TREATED

WOOD POST

VARIOUS DIAMETERS

AND LENGTHS

TIE 5 TURNS (MIN.)

WRAP WIRE AROUND POST

TWICE (MIN,)

STAPLES (3 MIN.)

STEEL T-POST9 GA. GALVANIZED STEEL

T-POST WIRE TIE

WOVEN-WIRE

HORIZONTAL STEEL WIRE TOP VIEW

ISO VIEW

DETAIL - WOVEN-WIRE TO T-POST TIE

STEEL T-POST

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

APRIL 8TH, 2021

C. L. SEXTON

C. L. SEXTON

G8

NPS PMIS NO: 318027 THRO DRAWING NUMBER 2021-02

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

BOUNDARY FENCE TYPICAL

WASH CROSSING

CONSTRUCTION

THRO2021-02

9OF

CONSTRUCTION NOTES

1. NEW FENCE SHALL BE INSTALLED IN THE SAME LINE AS THE EXISTING FENCE.

2. REMOVE EXISTING WOOD POSTS BY CUTTING OFF AT GROUND LEVEL.

3. OFFSET NEW INLINE BRACE POSTS 3'-0" LEFT OR RIGHT OF EXISTING POST LOCATION.

4. WOVEN-WIRE RUNS WILL BEGIN AND TERMINATE AT INLINE BRACE, CORNER, GATE, WASH CROSSING, OR STREAM CROSSINGS. NO INLINE SPLICES OF WOVEN-WIRE ARE PERMITTED BETWEEN BRACING STRUCTURES.

5. WOVEN-WIRE MUST BE STRETCHED TAUT AND STAPLED TO WOOD POSTS WITH BARBED STAPLES OR

ATTACHED TO STEEL U-CHANNEL POST WITH 12.5 GA. GALVANIZED SMOOTH WIRE.

6. WASH CROSSINGS SHALL BEGIN AND END WITH AN INLINE BRACE ASSEMBLY.

7. INLINE BRACE ASSEMBLY SHALL BE OFFSET 4'-0" FROM TOP OF GRADE BREAK AT WASH CROSSING.

8. INLINE BRACE ASSEMBLY SHALL BE CONSTRUCTED USING TREATED WOOD POSTS 6" IN DIAMETER AND 10'-0" IN LENGTH. WOOD POSTS SHALL BE SPACED 6'-0" (MIN.) TO 8'-0" (MAX.) APART, INSTALLED PLUMB, 3'-6" BELOW GRADE, AND MAINTAIN A 6'-6" EXPOSURE ABOVE GRADE. A HORIZONTAL STEEL BRACE SHALL BE INSTALLED 1'-6" FROM THE TOP OF THE POST AND SECURED WITH 516 X 3" GALVANIZED STEEL LAG SCREWS.

9. DOUBLE DIAGONAL WIRE BRACING SHALL BE INSTALLED ON EACH INLINE BRACE ASSEMBLY. EACH WIRE BRACE SHALL CONSIST OF TWO 9 GA. GALVANIZED STEEL SMOOTH WIRES TWISTED WITH A LEVER UNTIL

TAUT. SUITABLE LEVER MATERIAL INCLUDES TREATED WOOD 2"X 2"s OR #4 STEEL REBAR.

10. INLINE STEEL U-CHANNEL POSTS SHALL BE INSTALLED PLUMB, DRIVEN 2'-6" BELOW GRADE, AND MAINTAIN A 6'-6" EXPOSURE ABOVE GRADE. MAXIMUM SPACING BETWEEN STEEL U-CHANNEL POST SHALL NOT EXCEED 16'-0".

11. STUDDED STEEL T-POSTS MUST BE DRIVEN TO A MINIMUM DEPTH OF 2'-6". MAINTAIN 6'-6" EXPOSURE

ABOVE GRADE TO MATCH ADJACENT STRUCTURES OR POSTS.

12. WOVEN-WIRE OR BARBED-WIRE SHALL BE ATTACHED TO STUDDED T-POSTS USING STANDARD 9 GA. WIRE

FENCE TIES.