DRAWINGS_W911KB-16-R-0029.pdf

ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS

W911KB-16-R-0029

RTA - CHL016 , MARCH 2016

NORTH POLE, ALASKA

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

REF.

NUM.

SHEET TITLESHT

ANCHORAGE

FAIRBANKS

SKAGWAY

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BERIN

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US ARMY CORPS

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Reference number:

Sheet of

HGFEDCBA

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B -C

S C

IV

IL

LOCATION AND VICINITY MAP

1" = 2000'

LEGEND

PROJECT LOCATION

TANANA LEVEE -

PROJECT LOCATION

NOTES:

1. THIS DRAWING IS OF GENERAL NATURE, CONSTRUCTED AT

APPROXIMATELY 1" = 2000'. DO NOT USE THIS DRAWING FOR

DESIGN APPLICATIONS.

CHENA PROJECT OFFICE -

PROJECT LOCATION

NORTH POLE

GRAPHlC SCALE

0 1000 2000 4000 6000 8000

+0

+0

+0

P C

1+

.6

PT

2+

.7

PC

3+

.4

P T

+4 0.

+9

8.

+0

+0

+0

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OF ENGINEERS

US ARMY CORPS

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

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9:

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S

K A

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

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B -C

S C

IV

IL

OVERALL SITE PLAN - TANANA LEVEE

1" = 150'

C-102 C-103 C-104

GENERAL NOTES:

1. THE GUARDRAIL ALIGNMENT SHOWN ON SHEETS C-101, C-102, C-103, C-104

AND C-105 ARE ONLY APPROXIMATE. THE EDGE OF PAVEMENT AND THE

LOCATION OF THE VEHICLE GATES AND EXISTING GUARDRAILS ARE NOT

LOCATED ON THE SURVEY. THE CONTRACTOR SHALL FIELD LOCATE THE

GUARDRAIL ALIGNMENT WITH THE CONTRACTING OFFICER

REPRESENTATIVE. ONCE THE GENERAL ALIGNMENT HAS BEEN

DETERMINED, THE CONTRACTOR SHALL SUBMIT THE ALIGNMENT FOR

GOVERNMENT APPROVAL PRIOR TO INSTALLATION. GUARDRAIL ALIGNMENT

REQUIREMENTS ARE AS FOLLOWS:

A. LOCATE THE GUARDRAIL AT A TWO (2') FEET OFFSET FROM THE

EDGE OF PAVEMENT.

B. THE NEW GUARDRAIL SHALL BEGIN AND END AT THE VEHICLE

GATES.

C. THE GUARDRAIL SHALL NOT BE PLACED IN THE DITCH LOCATED

BETWEEN THE TANANA LEVEE AND THE EDGE OF PAVEMENT.

D. DO NOT LOCATE THE GUARDRAIL AT THE VEHICLE GATES WHERE

THE FUNCTION OF OPENING/CLOSING OF THE GATES IS BLOCKED.

2. REFERENCE SHEETS C-501, C-502, C-503, C-504 AND C-505 FOR GUARDRAIL

DETAILS AND SPECIFICATIONS.

3. REFERENCE SHEET C-901 FOR SITE PHOTOS.

LEGEND

GUARDRAIL ALIGNMENT

GRAPHlC SCALE

0 75 150 300 450 600

C-105

OLD RICHARDSON HIGHWAY

D Y

K E

R O

+0

P C

1+

.6

PT

2+

.7

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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Fi le

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D at e:

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R E

S

ID

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IN

E

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TR

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TO

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A C

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R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

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S ec tio n

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

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D \E

N -C

W \J ob s\

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, M ar io n

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3/

/2

9:

A

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, A

LA

S

K A

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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P lo t S ca le

D at e:

A ct io n

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D es ig ne d:

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

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D \E

N -C

W \J ob s\

C H

L0

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1/

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3/

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9:

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A -E

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B

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A -E

N -D

B -C

S C

IV

IL

SITE PLAN - TANANA LEVEE

1" = 40'

M A

TC

H

LI

N

E C

-1

NOTES:

1. REFERENCE SHEET C-101 FOR GENERAL

NOTES.

2. REFERENCE SHEET C-101 FOR LEGEND.

3. THERE IS AN EXISTING GUARDRAIL THAT

BEGINS NORTH OF THE VEHICLE GATE. BEGIN

THE NEW GUARDRAIL ALIGNMENT AT THE

EXISTING GUARDRAIL. THE NEW GUARDRAIL

SHALL ABUT IT BUT DOES NOT NEED TO BE

ATTACHED TO THE EXISTING GUARDRAIL.

CONTINUE THE ALIGNMENT IN A LINEAR

DIRECTION TOWARDS THE OLD RICHARDSON

HIGHWAY.

4. NEW GUARDRAIL ALIGNMENT SHALL BE

PARALLEL TO THE OLD RICHARDSON HIGHWAY

LOCATE AS DESCRIBED ON SHEET C-101.

GRAPHlC SCALE

0 20 40 80 120 160

OLD RICHARDSON HIGHWAY

ALASKA RAILROAD

TYPICAL NEW

GUARDRAIL;

SEE NOTE 4

BEGINNING OF NEW

GUARDRAIL; SEE NOTE 3

TANANA LEVEE

+0

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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Fi le

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D at e D es cr ip tio n A pp vd

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Y

C O

N

TR

A C

TO

R

C O

N

TR

A C

T N

O

R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

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D \E

N -C

W \J ob s\

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3/

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ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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Fi le

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P lo t S ca le

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A ct io n

D ra w n:

R E

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D es ig ne d:

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

A D

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9:

A

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N A

N A

L E

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A S

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D

C E

P O

A -E

N -D

B

C E

P O

A -E

N -D

B -C

S C

IV

IL

SITE PLAN - TANANA LEVEE

1" = 40'

M A

TC

H

LI

N

E C

-1

M A

TC

H

LI

N

E C

-1

NOTES:

1. REFERENCE SHEET C-101 FOR GENERAL NOTES.

2. REFERENCE SHEET C-101 FOR LEGEND.

GRAPHlC SCALE

0 20 40 80 120 160

OLD RICHARDSON HIGHWAY

TANANA LEVEE

TYPICAL NEW

GUARDRAIL

+0

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

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D at e:

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A C

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A C

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R ec om m en de d:

A pp ro ve d:

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D es ig ne d:

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

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D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

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, M ar io n

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O A o n

3/

/2

9:

A

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H

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, A

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S

K A

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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Fi le

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P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

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R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

A D

\C H

L0

-C -1

.d w g la st s av ed o n 3/

1/

1:

A M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

R

TH

P O

LE

, A

LA

S

K A

1:

P

LA

N S

S

IT

E P

LA

N

TA

N A

N A

L E

V E

E

A S

N O

TE

D

C E

P O

A -E

N -D

B

C E

P O

A -E

N -D

B -C

S C

IV

IL

SITE PLAN - TANANA LEVEE

1" = 40'

M A

TC

H

LI

N

E C

-1

NOTES:

1. REFERENCE SHEET C-101 FOR GENERAL NOTES.

2. REFERENCE SHEET C-101 FOR LEGEND.

GRAPHlC SCALE

0 20 40 80 120 160

OLD RICHARDSON HIGHWAY

ALASKA RAILROAD

M A

TC

H

LI

N

E C

-1

TANANA LEVEE

TYPICAL NEW

GUARDRAIL

D Y

K E

R O

+0

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

IM

E

C O

N

TR

A C

TO

R

D at e D es cr ip tio n A pp vd

C

IT

Y

C O

N

TR

A C

TO

R

C O

N

TR

A C

T N

O

R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

A D

\C H

L0

-C -1

.d w g la st s av ed o n 3/

1/

1:

A M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

R

TH

P O

LE

, A

LA

S

K A

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

IM

E

C O

N

TR

A C

TO

R

D at e D es cr ip tio n A pp vd

C

IT

Y

C O

N

TR

A C

TO

R

C O

N

TR

A C

T N

O

R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

A D

\C H

L0

-C -1

.d w g la st s av ed o n 3/

1/

1:

A M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

R

TH

P O

LE

, A

LA

S

K A

1:

P

LA

N S

S

IT

E P

LA

N

TA

N A

N A

L E

V E

E

A S

N O

TE

D

C E

P O

A -E

N -D

B

C E

P O

A -E

N -D

B -C

S C

IV

IL

SITE PLAN - TANANA LEVEE

1" = 40'

M A

TC

H

LI

N

E C

-1

NOTES:

1. REFERENCE SHEET C-101 FOR GENERAL

NOTES.

2. REFERENCE SHEET C-101 FOR LEGEND.

3. CONTINUE THE GUARDRAIL TO AN EXISTING

VEHICLE GATE AS LINEAR AS POSSIBLE. AT

THE VEHICLE GATE THERE IS AN EXISTING

GUARDRAIL THAT BEGINS SOUTH. END THE

NEW GUARDRAIL ALIGNMENT AT THE EXISTING

GUARDRAIL. THE NEW GUARDRAIL SHALL

ABUT IT BUT DOES NOT NEED TO BE ATTACHED

TO THE EXISTING GUARDRAIL.

GRAPHlC SCALE

0 20 40 80 120 160

OLD RICHARDSON HIGHWAY

ALASKA RAILROAD

END OF GUARDRAIL; SEE NOTE 3

TANANA LEVEE

TYPICAL NEW GUARDRAIL

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

IM

E

C O

N

TR

A C

TO

R

D at e D es cr ip tio n A pp vd

C

IT

Y

C O

N

TR

A C

TO

R

C O

N

TR

A C

T N

O

R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

A D

\C H

L0

-C -1

.d w g la st s av ed o n 3/

7/

2:

P M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

R

TH

P O

LE

, A

LA

S

K A

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

IM

E

C O

N

TR

A C

TO

R

D at e D es cr ip tio n A pp vd

C

IT

Y

C O

N

TR

A C

TO

R

C O

N

TR

A C

T N

O

R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

A D

\C H

L0

-C -1

.d w g la st s av ed o n 3/

7/

2:

P M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

R

TH

P O

LE

, A

LA

S

K A

1:

P

LA

N S

S

IT

E P

LA

N

C

H E

N A

P R

O

JE

C T

O

FF

IC

E

A S

N O

TE

D

S U

B M

IT

TE

D B

Y O

FF

IC

E S

Y M

B O

L

R E

V

IE

W O

FF

IC

E S

Y M

B O

L C

IV

IL

SITE PLAN - CHENA PROJECT OFFICE LOCATION

EXISTING WOODEN FENCE SHALL

BE REMOVED BY OTHERS. SEE

NOTE 1

CHENA PROJECT OFFICE

PROVIDE A NEW SLIDER GATE;

REFERENCE DETAIL A ON

SHEET C-106 FOR LOCATION

NTS

GATE LOCATON AT CHENA PROJECT OFFICE

REMOVE EXISTING SWING GATE

AND REPLACE WITH NEW SLIDER

GATE; SEE NOTE 2.

EXISTING FENCE LINE

EXISTING FENCE LINE

NOTES:

1. THE NEW FENCE ALIGNMENT IS ONLY

APPROXIMATE. THE SURVEY DOES NOT PROVIDE

THE LOCATION OF THE EXISTING SECURITY FENCE

AND WOODED FENCE. THE CONTRACTOR SHALL

FIELD LOCATE WITH THE CONTRACTING OFFICER

REPRESENTATIVE.

A. THE NEW SECURITY FENCE LINE SHALL BEGIN

AT THE EXISTING SECURITY FENCE THAT

BOUNDS THE CHENA PROJECT OFFICE. THE

HEIGHT OF THE SECURITY FENCE SHALL

MATCH THE CHENA PROJECT OFFICE'S FENCE

LINE.

B. THE NEW SECURITY FENCE LINE ALIGNMENT

SHALL BE LINEAR. BEGIN ALIGNMENT AT THE

NEAREST POST OF THE EXISTING FENCE.

C. THE END OF ALIGNMENT SHALL BE AT

ACCESS ROAD.

D. PROVIDE GREEN PRIVACY SLATS ON THE NEW

SECURITY FENCE.

E. THE EXISTING WOODEN FENCE SHALL BE

REMOVED BY OTHERS. COORDINATE WITH

THE CONTRACTING OFFICER

REPRESENTATIVE.

2. REMOVE THE EXISTING SWING GATE AND

REPLACE WITH A NEW ELECTRIC SLIDER GATE;

REFERENCE SHEET C-506 FOR DETAIL OF

ELECTRIC SLIDER GATE. THE CONTRACTOR MAY

BE REQUIRED TO REMOVE EXISTING FENCE TO

INSTALL THE NEW GATE. THE CONTRACTOR

SHALL REPLACE EXISTING FENCE AS REQUIRED,

NEW FENCE SHALL MATCH EXISTING.

3. REFERENCE SHEET C-902 FOR SITE PHOTOS.

EXISTING SECURITY FENCE;

LOCATION IS APPROXIMATE

A

C-506FOR GATE DETAIL SEE

A C-507

A

NEW SECURITY FENCE; SEE NOTE 1

FOR FENCE DETAIL SEE

NTS

GUARDRAIL

FINISH GRADE

1"

TYPE I POST INSTALLATION

W6X9 STEEL POST

(SEE NOTE 6 FOR LENGTH)

NORMAL EDGE

OF PAVEMENT

6" x 8" x 14" BLOCKOUT

(NOTE 9)

29"

5/8" Ø Button Head Bolt

Guardrail Reflector

6" x 8" x 14" BLOCKOUT

5/8" Ø Hex Nut

Standard W-Beam Guardrail

ASSEMBLY DETAIL

W6x9 Steel Post

5/8" STEEL WASHER

(NOTE 8)

1 1/8"

1 1/8"

13/16" Ø holes (Typ.)

FACE

W6x9

STEEL POST

7"

6" x 8"

WOOD BLOCK

BACK

6"

4 1/4" 7/8"7/8"

8"

TOP

3/8"

1 7/8" 1 7/8"

4"

7/

8"

NOTES:

1. INSTALL GUARDRAIL PER ALASKA DOT & PF STANDARD

SPECIFICATION FOR HIGHWAY CONSTRUCTION (2015 EDITION);

SECTION 606 GUARDRAIL.

2. ATTACH GUARDRAIL REFLECTORS AT 50' CENTERS BEGINNING WITH

THE FIRST POST. USE TYPE A REFLECTORS UNLESS SPECIFIED

OTHERWISE.

3. PROVIDE HARDWARE COMPLIANT WITH THE AASHTO/AGC/ARTBA "A

GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE," LATEST

EDITION.

4. SEE SHEETS C-502, C-503, C-504 AND C-505 FOR HARDWARE DETAILS.

5. MOUNT RAIL TO BLOCK WITH BOLT ON APPROACHING TRAFFIC SIDE

OF BLOCK WEB.

6. SEE DETAIL A/C-501 FOR POST LENGTHS CORRESPONDING TO

DIFFERENT COMBINATIONS OF SLOPE AND BEHIND-POST

EMBANKMENT WIDTH.

7. TYPICAL POST SPACING IS 6'-3" CENTER TO CENTER.

8. THIS BARRIER IS ACCEPTABLE UNDER NCHRP 350, TL-3.

9. USE WOOD, RUBBER, PLASTIC, OR OTHER NCHRP 350 OR MASH

APPROVED BLOCKOUTS DESIGNED TO BE USED WITH STEEL POSTS

10. USE 25 LINEAR FOOT TRANSITION TO MATCH HEIGHT OF EXISTING

OR NEW RAIL ELEMENTS AND END TREATMENTS.

11. W6X8.5 STEEL POST MAY BE SUBSTITUTED FOR W6X9 STEEL POST.

12. TACK WELD THE ENDS OF THE BUTTON HEAD BOLT AND HEX NUT.

CASE 3CASE 1 CASE 2

2.5' Min.4.0' Min. 2.5' - 4.0'

Not steeperthan 2:1

Steeper than 2:1

Not steeper than 1:1

Steeper than 2:1

Not steeper than 1:1 W-Beam: 6'-0" Min.

Wood Post Thrie Beam: 6'-6" Min.

Modified Thrie Beam: 7'-0" Min.

Modified Thrie Beam: 7'-0" Min.

W-Beam: 6'-0" Min.

Thrie Beam: 6'-6" Min.

Wood Post

W-Beam: 8'-0" Min.

Wood Post Thrie Beam: 9'-0" Min.

Modified and with Modified Thrie Beam'

3.5' Min. 2.0' - 3.5' 2.0' Min.

NOTES:

1. DETAIL A/C-501 IS TO BE USED FOR POST LENGTH

DETERMINATION ONLY. SEE THE PLANS FOR SLOPES AND

BEHIND-POST EMBANKMENT WIDTHS.

2. TO DETERMINE POST LENGTH, IDENTIFY THE CASE

THAT MATCHES SITE CONDITIONS AND READ THE LENGTH

CORRESPONDING TO THE PERTINENT GUARDRAIL TYPE.

3. THESE DIMENSIONS APPLY TO BOTH CURBED AND

UNCURBED SECTIONS.

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

IM

E

C O

N

TR

A C

TO

R

D at e D es cr ip tio n A pp vd

C

IT

Y

C O

N

TR

A C

TO

R

C O

N

TR

A C

T N

O

R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

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A D

\C H

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.d w g la st s av ed o n 3/

1/

1:

A M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

R

TH

P O

LE

, A

LA

S

K A

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

IM

E

C O

N

TR

A C

TO

R

D at e D es cr ip tio n A pp vd

C

IT

Y

C O

N

TR

A C

TO

R

C O

N

TR

A C

T N

O

R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

A D

\C H

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.d w g la st s av ed o n 3/

1/

1:

A M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

R

TH

P O

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, A

LA

S

K A

1:

D E

TA

IL

S

G U

A R

D R

A

IL

D E

TA

IL

S

A S

N O

TE

D

C E

P O

A -E

N -D

B

C E

P O

A -E

N -D

B -C

S C

IV

IL

BEAM GUARDRAIL POST INSTALLATION

NTSA

LC

D

B

B D L (Length) R T (Thread Length)

15/16" 5/16"

C

1 5/16" or 1 7/16"

As Required 7/32" As Required

5/8" BUTTONHEAD BOLT

C L

R D

B

5/8" Dia. CARRIAGE BOLT

1 5/16"5/8"

B

5/16"

C L (Length)

As Required

D

3/16"

R T (Thread Length)

As Required

T

T

STANDARD HEX BOLTS

C

1 1/2"

L (Length)D

7/8"

T (Thread Length)

D L

T

C

Bolt Size

5/16"

5/16" 1" 1"

3/8" 7 1/2" 1 1/2"

1/2" 1 1/2" 1 1/2"

1/2" 1 1/4" 1 1/4"

5/8" H.S. 8" 1 1/2"7/8"5/16"

5/8"-11 1 1/2" 1 1/2"

3/4" 1 1/2" 1 1/2"

3/4" As Required 2"

3/4" H.S. 2" 1 1/2"1 1/4"15/32"

11/16" 1 1/4"

5/8" Dia. RECESSED HEX NUT

1" Ø X 1/16" deep Recess one or both sides

CFor Bolt Ø D

C

D

G

G

3/8"

1/2"

1/2" H.S.

5/8"

3/4"

3/4" H.S.

1"

13/16"

1 1/16"

17/32"

13/16"

17/32"

11/16"

7/16"

2"

2"

1 1/16"

1 15/32"

1 1/16"

1 3/4"

1"

5/32"

9/64"

3/32"

9/64"

3/32"

9/64"

5/64"

STANDARD STEEL WASHERS

STANDARD HEX NUT

7/8" 7/8"

7/ 8"

7/ 8"

3/

4"

.135" Base Metal Thickness

SQUARE STEEL WASHER

3"

1 1/2"

3/

4"

7/ 8"

1/4"

11/16" Ø Hole

FLAT PLATE WASHER

3/16"

1 1/2"

3"

3/

4"

7/ 8"

11/16" x 1"Oval Hole

RECTANGULAR POST BOLT WASHER

1" Ø Rod w/welded or forged eye.

4"±

EYE BOLT

3/8" Ø hole

NOTES:

1. ALL COVERED HARDWARE SHALL COMPLY

WITH THE AASHTO/AGC/ARTBA "A GUIDE TO

STANDARDIZED HIGHWAY BARRIER

HARDWARE", LATEST EDITION.

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

IM

E

C O

N

TR

A C

TO

R

D at e D es cr ip tio n A pp vd

C

IT

Y

C O

N

TR

A C

TO

R

C O

N

TR

A C

T N

O

R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

A D

\C H

L0

-C -5

.d w g la st s av ed o n 3/

1/

1:

A M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

R

TH

P O

LE

, A

LA

S

K A

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

IM

E

C O

N

TR

A C

TO

R

D at e D es cr ip tio n A pp vd

C

IT

Y

C O

N

TR

A C

TO

R

C O

N

TR

A C

T N

O

R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

A D

\C H

L0

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.d w g la st s av ed o n 3/

1/

1:

A M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

R

TH

P O

LE

, A

LA

S

K A

1:

D E

TA

IL

S

G U

A R

D R

A

IL

D E

TA

IL

S

A S

N O

TE

D

C E

P O

A -E

N -D

B

C E

P O

A -E

N -D

B -C

S C

IV

IL

GUARDRAIL HARDWARE DETAILS (NUTS, BOLTS, WASHERS)

To le ra nc e

3/ 8"

R

1 1/16"

1 17/32"

15/16/"R

15/16"R 9/

/4

±3 /1

6"

1/

4"

10°

2 1/4"

3 3/16" 1/16"Sheet Thickness

SECTION A-A

6'-3" Post Spacing

2" 4 1/4" 4 1/4"

6'-3" Post Spacing

13'-6 1/2" or 26'-0 1/2"

Post Bolt Slot 3/4"x2 1/2"

Slotted Holes 29/32"x1 1/8"

STANDARD W-BEAM PANEL

A

A

6"6"

12"

Post Bolt Slot 3/4"x2 1/2"

/4

W-BEAM BACKUP PLATE

2" 1"

1" 2"

6"

12'-5 3/4" or 24'-11 3/4"

12'-1" or 24'-7"

6'-3" (Typ.)

1 1/2" 1 5/8"

1 5/8"

11/16" Sq. Holes

11/16"x2" Slots

7 3/4"

1 3/4" 3 3/8" 1 5/8" 1"

1/

2"

11/16"x2" Slots 11/16" Sq. Holes

3/8" Thick Steel Plate

C6 x 8.2 RUB RAIL SPLICE PLATE

SECTION B-B

B

B

ASTM A36 STEEL ASTM A36 STEEL

/4

NOTES:

1. PROVIDE HARDWARE COMPLIANT WITH THE

AASHTO/AGC/ARTBA "A GUIDE TO STANDARDIZED

HIGHWAY BARRIER HARDWARE, LATEST EDITION.

2. INSTALL BACK-UP PLATES BETWEEN BLOCKOUTS AND

W-BEAM AT INTERMEDIATE (NON-SPLICE) POSTS WHEN

STEEL BLOCKOUTS ARE USED BUT NOT WITH WOOD,

RUBBER, PLASTIC, OR OTHER APPROVED BLOCKOUTS.

3. PROVIDE W-BEAM COMPLIANT WITH AASHTO M180A. USE

12 GAUGE (0.105") THICK STEEL FOR BOTH.

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

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P lo t S ca le

D at e:

A ct io n

D ra w n:

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ID

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D at e:

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A C

TO

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D at e D es cr ip tio n A pp vd

C

IT

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C O

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A C

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C O

N

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A C

T N

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R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

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S ec tio n

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

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\1

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, M ar io n

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3/

/2

9:

A

R C

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N O

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LA

S

K A

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

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IN

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D at e:

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A C

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C O

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A C

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R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

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.d w g la st s av ed o n 3/

1/

1:

A M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

R

TH

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, A

LA

S

K A

1:

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S

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A R

D R

A

IL

D E

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A S

N O

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D

C E

P O

A -E

N -D

B

C E

P O

A -E

N -D

B -C

S C

IV

IL

GUARDRAIL HARDWARE DETAILS (RAILS AND SPLICES)

STANDARD W-BEAM TERMINAL CONNECTOR

3"

3/

8"

30"

7 1/4" 22 3/4"

Bend as necessary to match the surface to be attached to.

3" 4 1/4" 4 1/4" 4" 4" 2"

1/

2"

1/ 2" 12

/4

1"Ø holes 3/4"x2 1/2" post bolt slot (optional)29/32"x1 1/8" slots29/32" x 1 1/8"

Slotted Holes

/4

4 1/4" 4 1/4"

8 1/2" 7 1/2"± 2 1/4"

PROFILE

W-BEAM PLAN VIEW

STANDARD W-BEAM END SECTION

11" ±

NOTES:

1. W-BEAM TERMINAL CONNECTORS SHALL

CONFORM TO AASHTO M180, CLASS B, TYPE 2.

2. W-BEAM END SECTIONS SHALL CONFORM TO

AASHTO M180, CLASS A, TYPE 2.

3. ALL COVERED HARDWARE SHALL COMPLY

WITH THE AASHTO/AGC/ARTBA "A GUIDE TO

STANDARDIZED HIGHWAY BARRIER HARDWARE",

LATEST EDITION.

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

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C O

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A C

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D at e D es cr ip tio n A pp vd

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C O

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A C

TO

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C O

N

TR

A C

T N

O

R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

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\1

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3/

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9:

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R C

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ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

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IN

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E R

D at e:

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A pp ro ve d:

S ub m itt ed

D es ig ne d:

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

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IE

D \E

N -C

W \J ob s\

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3/

/2

9:

A

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S

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A

IL

D E

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A S

N O

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D

C E

P O

A -E

N -D

B

C E

P O

A -E

N -D

B -C

S C

IV

IL

GUARDRAIL HARDWARE DETAILS (TERMINAL CONNECTORS)

1"Øx7" (Typ.) 3/4" Wire Rope

SWAGED FITTING DETAIL

6"

2" ± 3/16" I.D.

2 3/8" ± 3/16" O.D.

SLEEVE DETAIL

3/4"

1 1/16"Ø Hole

4"

8"

3"

8"

BEARING PLATE for CRT TERMINAL ANCHOR

16"

4" (Typ,.) (Typ,.)

2" 1/2"A

A

1/4"R (Typ.)

11/16" Ø Hole 8 Places

CABLE ANCHOR PLATE

1/

2"

3"

1 1/2"

2 3/4"

1/4"

1/2"

1 1/8" Ø

1 3/4"

2 3/4"

11/16"Ø Hole

Either full penetration weld or bend to fit.

1/4" (Typ.)

3/16"SECTION A-A

CONTROLLED RELEASE TERMINAL HARDWARE DETAILS

Type Color Reflectorized Guardrail Reflectors

D Yellow

B C

A White Yellow

White

11/16"x15/16" Oval Hole or 11/16"x2" Slot

GUARDRAIL REFLECTOR

One or Two Sides

Reflectorized Surface

See Table

Front & Rear

8 Gage Steel (Galv.)

or 0.165 (NOM.) Alum.

3/4"

1 1/2"

3"1 1/2"

1/4"R

Front Front

Front & Rear

5"

2 3/4"

3/4" Ø hole

5"

3/4"

3/ 4"

2"

1 1/8" 1 1/8" 1/4" Thk.

Steel Plate

RADIUS I.D. PLATE

Radius I.D . Plate

Guardrail P anelSplice Bolt S lot

Wood or Steel Post Block (See Detail)

RADIUS I.D. PLATE

MOUNTING DETAIL

See Note 5.

NOTES:

1. CABLE ANCHOR PLATE MAY BE

FORMED IN SINGLE UNIT OR WELDED

FABRICATION.

2. ANCHOR CABLE ASSEMBLY SHALL

CONFORM TO AASHTO M-30 WITH

TYPE II WIRE ROPE.

3. BOLTS, NUTS AND WASHERS SHALL

CONFORM TO ASTM A-325 AND

GALVANIZED IN ACCORDANCE WITH

ASTM A-153.

5. RADIUS ID PLATES SHALL BE

ATTACHED TO ALL SHOP-BENT

GUARDRAIL SECTIONS. THEY SHALL

BE BOLTED TO THE BACK SIDE OF THE

GUARDRAIL PANEL WITH THE LOWER

SPLICE BOLT NEAREST THE P.C. OF

THE RADIUS.

6. RAIL BEND RADIUS IN FEET SHALL

BE SHOWN AS "XX" ON THE RADIUS ID

PLATE. DIGITS SHALL BE ETCHED OR

STAMPED AND HAVE A MIN. HEIGHT OF

1 1/2" AND A MAX. WIDTH OF 3/4". THE

PLATE SHALL BE GALVANIZED AFTER

DIGITS ARE MARKED.

7. ALL COVERED HARDWARE SHALL

COMPLY WITH THE

AASHTO/AGC/ARTBA "A GUIDE TO

STANDARDIZED HIGHWAY BARRIER

HARDWARE", LATEST EDITION.

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

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C O

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A C

T N

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R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

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C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

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1/

1:

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, M ar io n

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O A o n

3/

/2

9:

A

R C

H

N O

R

TH

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LA

S

K A

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

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Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

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1/

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3/

/2

9:

A

R C

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S

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A

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D E

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N O

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B

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A -E

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B -C

S C

IV

IL

GUARDRAIL HARDWARE DETAILS (MISCELLANEOUS)

23.5" 23.5"

EXOTHERMIC

GROUNDING ROD

SLIDING GATE DETAILS

24' GATE FRAME

GATE OPERATOR ENCLOSURE

11' BACK FRAME

GATE

4 BOLLARDS, TYP.

INSIDE

OUTSIDE

24' CLEAR OPENING

23.5" 23.5"

A

OUTRIGGER 4

STRANDS OF BARBED

WIRE

GATE

POST

4" O.D.

6" 5.

0' M

IN

CONCRETE BASE

5.

0'

M

IN

6"

2.5" O.D. PIPE (TYP.) 2"

MAX. CLEAR TOP &

BOTTOM MEMBERS

16" MIN. DIA.

10'

5.

0'

M

IN

.16"

10" MIN.

DIA.

#52 ROLL CHAIN

POST DIA. 4"

GATE OPENING 24'

4 STRANDS OF

BARBED WIRE

STRETCHER

BAR & BANDS

TRUSS RODS

WELDED AT

UPPER CORNERS

3/8" DIA.

TRUSS ROD

2" O.D. PIPE

(TYP.)

WELDED

PLATE WITH

HOLE FOR

TRUSS ROD

M A

TC

H

E X

IS

TI

N G

FE

N

C E

H E

IG

H

T

ELECTRO-MECHANICAL

LOCKING DEVICE

TRUSS ROD (3/8"

MIN. DIA.)

TIE WIRES

OR CLIPS

(TYP.)

BRACE RAIL

LINE POST

TOP RAIL

4" DIA. GATE

POST (1 OF

3)

3 STRANDS OF

BARBED-WIRE

NTS

CONCRETE BASE

NTS

GATE KEEPER

(TO HOLD GATE OPEN) POST HINGE

TOP RAIL BARBED

WIRE ARMS

LATCH ASSEMBLY

GATE FRAME HINGE

FENCE AREA

OUTSIDE

GATE DETAILS

NOTES:

1. U-BOLT CONNECTORS PASSING AROUND FENCE

POSTS SHALL GRIP 1 OR MORE STRANDS OF FENCE

FABRIC.

2. REINFORCING WIRE: A NO. 11 AWG ALUMINUM WIRE

SHALL BE WOVEN THROUGH THE LINKS OF THE

FENCE ALONG ITS ENTIRE LENGTH. IT SHALL BE

BONDED OR CLAMPED TO EACH OF THE SUPPORT

POSTS OF THE FENCE. ANY SPLICES THAT MAY BE

NECESSARY SHALL BE MADE AT THE SUPPORTING

POSTS.

3. GROUNDING: SEE SHEET C-507 FOR GROUNDING

DETAILS.

0.17

4.00

4.00

0.50

1.00

1.501.00

CONCRETE

6" Ø SCHEDULE 40 OR 80

STEEL PIPE FILLED WITH

CONCRETE AND SLEEVED

SLOPED TO DRAIN (TYP.)

FINISHED GRADE

CLASSIFIED FILL,

WELL-TAMPED

CONCRETE

NOTE: POSTS SHALL BE COVERED WITH A SAFETY

YELLOW HIGH DENSITY POLYETHYLENE SLEEVE.

TYPICAL BOLLARD DETAIL

NTS

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

IM

E

C O

N

TR

A C

TO

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D at e D es cr ip tio n A pp vd

C

IT

Y

C O

N

TR

A C

TO

R

C O

N

TR

A C

T N

O

R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

A D

\C H

L0

-C -5

.d w g la st s av ed o n 3/

/2

3:

P M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

R

TH

P O

LE

, A

LA

S

K A

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

D ra w in g

Fi le

D w g S ca le

P lo t S ca le

D at e:

A ct io n

D ra w n:

R E

S

ID

E N

T E

N G

IN

E

E R

D at e:

S

TA

TE

P R

IM

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C O

N

TR

A C

TO

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D at e D es cr ip tio n A pp vd

C

IT

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C O

N

TR

A C

TO

R

C O

N

TR

A C

T N

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R ec om m en de d:

A pp ro ve d:

S ub m itt ed

D es ig ne d:

R ev ie w ed

B ra nc h

C hi ef

S ec tio n

C hi ef

Reference number:

Sheet of

HGFEDCBA

D ra w in g x:

\U N

IF

IE

D \E

N -C

W \J ob s\

C H

L0

\1

D w gs \C

A D

\C H

L0

-C -5

.d w g la st s av ed o n 3/

/2

3:

P M w as p lo tte d by D aw ag

, M ar io n

E P

O A o n

3/

/2

9:

A

R C

H

N O

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TH

P O

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, A

LA

S

K A

1:

D E

TA

IL

S

S

LI

D

IN

G G

A

TE

D E

TA

IL

S

A S

N O

TE

D

S U

B M

IT

TE

D B

Y O

FF

IC

E S

Y M

B O

L

R E

V

IE

W O

FF

IC

E S

Y M

B O

L C

IV

IL

SLIDING GATE AND GATE DETAILS - CHENA PROJECT OFFICE

FA

B

R

IC

W

ID

TH

5.

0'

M

IN

6"

10'-0" MAXIMUM

6"

5.

0'

M

IN

16" MIN. DIA.

CONCRETE BASE

TOP RAIL OR TENSION WIRE

BRACE RAIL

LINE POST

LINE POST

GRADE

HOG RINGS (TYP.)

10" MIN. DIA.

NO SCALE

1'-0"

2"

CHAIN-LINK SECURITY FENCE DETAIL

TENSION BAND (15" O.C. MAX. AND

TRUSS ROD (3/8" MIN.

DIA.)

CHAIN-LINK FABRIC (9 GAGE,

2" MESH)

CORNER, END, OR

PULL POST

TIE WIRES OR

CLIPS (TYP.)

TIE WIRES OR HOG

RINGS (TYP.)

TENSION WIRE

BOTTOM OF

FABRIC

BARBED-WIRE APRON ON

EXTENSION ARMS

10'-0" O.C. MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

1 1/2" MIN

2 1/2" MAX

TENSION BAR

CARRIAGE BOLT

FABRIC

TENSION BAND

TOP RAIL OR TENSION WIRE

PULL POST

LINE POST

LINE POST

TRUSS ROD TRUSS ROD

10'-0" MAX. 10'-0" MAX.

'-0

1'-0"

FENCE POST

NO SCALE

NO SCALE

NO SCALE

BRACE RAILS

BRACE RAILS

CONCRETE BASE

1 1/2" (TYP.)

H-BEAM

BRACE RAIL CLAMP DETAILSTRUSS ROD AND BAND TENSION BAND DETAIL

FASTENING DETAILS

BRACE PANEL DETAIL

GROUNDING DETAIL

ROUND POST

TENSION BAND (15" O.C. MAX. AND

WITHIN 4" FROM TOP AND BOTTOM

OF FABRIC)

TENSION BAR TO ENGAGE

EACH FABRIC LINK

BARBED WIRE OR

TENSION WIRE

#8 AWG SOLID COPPER WIRE

MOLDED EXOTHERMIC WELD

OR APPROVED CLAMP-TYPE

FITTING OF COPPER

3/4" DIA.

COPPER-CLAD

STEEL GROUND

ROD

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET.

TRUSS ROD (3/8"

MIN. DIA.)

TRUSS ROD (3/8" MIN. DIA.)

NOTE:

END OR GATE POST DETAIL

TENSION WIRE

FABRIC

H-BEAM ROUND POST

LINE POST ATTACHMENTS

TOP OR BRACE RAIL ATTACHMENT

9-GAGE STEEL TIE WIRES (2'-0"

O.C. MAX.)

TENSION BAR TO ENGAGE

9-GAGE STEEL TIE

WIRE (15" O.C. MAX.

AND WITHIN 4" FROM

TOP AND BOTTOM OF

FABRIC)

9-GAGE STEEL TIE

WIRE (15" O.C. MAX.

AND WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE AN APRON EXTENDED

OUTWARD FROM THE AREA BEING PROTECTED.

4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED

WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.

FENCE LEGEND:

TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TYPE FE7 - CHAIN-LINK FENCE W/BARBED WIRE ON DOUBLE OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE ON DOUBLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TWB - TENSION WIRE TOP AND BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

EXAMPLES

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE OUTRIGGER, TOP RAIL, AND 72

INCH FABRIC WIDTH.

FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON, TOP AND BOTTOM TENSION WIRE, AND 84

INCH FABRIC WIDTH.

NO SCALE

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF

FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE AN APRON EXTENDED

OUTWARD FROM THE AREA BEING PROTECTED.

4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED

WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.

FENCE LEGEND:

TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TYPE FE7 - CHAIN-LINK FENCE W/BARBED WIRE ON DOUBLE OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE ON DOUBLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TWB - TENSION WIRE TOP AND BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

EXAMPLES

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE OUTRIGGER, TOP RAIL, AND 72

INCH FABRIC WIDTH.

FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON, TOP AND BOTTOM TENSION WIRE, AND 84

INCH FABRIC WIDTH.

1'-0"

1'-0"

1'- 6"

6" (T

YP.)

1'-0"

1'-10" 7.5" (T

YP.)

35 DEGREES

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 72" OR LESS FABRIC WIDTH 84" TO 96" FABRIC WIDTH 108" AND OVER

CORNER, END & PULL POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

LINE POSTS

TUBULAR - ROUND

H-SECTION

C-SECTION (ROLL-FORMED)

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

3/8" PLAIN PIN RIVETED FLUSH

(TYP.)

45 DEGREES

LOCK PIN (TYP.) BARBED WIRE (TYP.)

3/8" PLAIN PIN RIVETED FLUSH

(TYP.)

2.375" O.D.

2.00" SQ.

3.50" X 3.50"

2.875" O.D.

2.50" SQ.

3.50" X 3.50"

4.00" O.D.

3.00" SQ.

1.90" O.D.

2.25" X 1.70" 1.875" X

1.625"

2.375" O.D.

2.25" X 1.70"

2.25" X 1.70"

2.875" O.D. 2.25"

X 1.70"

LINE POST

EXTENSION ARM DETAILS

CORNER POST

1.66" O.D.

1.50" SQ.

1.625" X 1.50"

1.625" X 1.25"

NO SCALE

ALASKA DISTRICT

OF ENGINEERS

US ARMY CORPS

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PHOTO 1 - TANANA LEVEE

NTS

PHOTO 2 -TANANA LEVEE

NTS

PHOTO 3 - TANANA LEVEE

NTS

PHOTO 4 - TANANA LEVEE

NTS

PHOTO 5-TANANA LEVEE

NTS

PHOTO KEY

NTS

TOP OF TANANA LEVEE

N

1 234

OLD RICHARDSON

HIGHWAY - PAVED ROAD

EXISTING DITCH

TOP OF TANANA LEVEE

EXISTING DITCH

OLD RICHARDSON

HIGHWAY - PAVED ROAD

TOP OF TANANA LEVEE

TOP OF TANANA LEVEE

EXISTING DITCH

TOP OF TANANA LEVEE

US ARMY CORPS

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PHOTO 1 - CHENA PROJECT OFFICE

NTS

PHOTO 2 - CHENA PROJECT OFFICE

NTS

PHOTO 3 - CHENA PROJECT OFFICE

NTS

EXISTING SWING GATE TO

BE REMOVED AND REPLACE

WITH SLIDING GATE

EXISTING SWING GATE TO

BE REMOVED AND REPLACE

WITH SLIDING GATE

EXISTING FENCE; REMOVE

AND REPLACE AS NEEDED

TO INSTALL NEW SLIDING

GATE EXISTING FENCE; REMOVE

AND REPLACE AS NEEDED

TO INSTALL NEW SLIDING

GATE

EXISTING WOODEN FENCE TO

BE REMOVED BY OTHERS

EXISTING SWING GATE TO

BE REMOVED AND REPLACE

WITH SLIDING GATE

EXISTING WOODEN

FENCE TO BE REMOVED

BY OTHERS

PHOTO 4 - CHENA PROJECT OFFICE

NTS

PHOTO KEY

1 23 4

US ARMY CORPS

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EXISTING OFFICE

BUILDING

EXISTING EQUIPMENT STORAGE

BUILDING

EXISTING UNDERGROUND

POWER LINE, POWER

POLE, AND TRANSFORMER

EXISTING AREA

LIGHT

EXISTING

UNDERGROUND

POWER DUCTBANK

EXISTING J-BOXES FOR

GATE; SEE NOTE 7

SEE NOTE 1

ELECTRICAL SITE PLAN

SEE NOTE 2

SEE NOTE 3

NOTES:

1. INSTALL NEW CIRCUIT OF 2#6, 1#12G CONDUIT FROM NEW CIRCUIT

BREAKER IN EXISTING POWER PANEL C TO LOCATION OF NEW GATE

OPERATOR. USE EXISTING CONDUIT AND DUCT BANK FOR ROUTING

NEW CIRCUIT. SPARE CONDUITS ARE 4" PVC. SPARE CONDUITS

LOCATED IN ELECTRICAL ROOM 120.

2. INSTALL NEW 24"X24"X24"D POLYMER PULL BOX. AS PULL BOX

AT NEW GATE LOCATION. LOCATE BOX AS NEAR TO THE GATE

OPERATOR AS POSSIBLE. SPLICE GATE MOTOR OPERATOR POWER

CIRCUIT AND EXTEND UNDERGROUND TO EXACT LOCATION OF GATE

OPERATOR. PROVIDE CONDUIT AND WIRING FROM PULL BOX AS

RECOMMENDED BY MOTOR OPERATOR MANUFACTURER. PROVIDE A

CONCRETE PAD FOR GATE OPERATOR PER MANUFACTURER

RECOMMENDATIONS. PULL BOX SHALL BE SIMILAR OR EQUAL TO

HIGHLINE PRODUCTS MODEL PHA242424. PROVIDE COVER RATED

MINIMUM 12,000 LBS TRAFFIC.

3. NEW GATE KEYPAD. INSTALL ON A 4" RIGID GALVANIZED STEEL

CONDUIT WITH TOP AT 48" ABOVE GRADE. PROVIDE ALL HARDWARE

FOR PROPER INSTALLATION AND OPERATION TO CONTROL THE

GATE PER MANUFACTURER RECOMMENDATIONS. KEYPAD SHALL

PROVIDE A VARIABLE ENTRY CODE LENGTH, SUPPORT 2 RELAYS,

NON-VOLATILE MEMORY, LIGHTNING PROTECTION, AND LIGHTED

KEYS. SHALL BE SIMILAR OR EQUAL TO LIFTMASTER MINIKEY

MK500GS.

4. NEW 3/4" RIGID CONDUIT WITH GATE CONTROL WIRING FROM

MOTOR OPERATOR TO NEW KEYPAD. PROVIDE THE RECOMMENDED

CONTROL WIRING REQUIRED FOR PROPER OPERATION.

5. MINIMUM BURIED DEPTH FOR CONDUIT SHALL BE 24" FROM

EXISTING GRADE.

6. THE GATE OPERATOR SHALL PERFORM AT A MINIMUM

TEMPERATURE OF -40°.

7. ACCESS EXISTING J-BOX AND UNDERGROUND CONDUITS.

EXTEND NEW CIRCUIT TO LOCATION OF NEW GATE CONTROL

OPERATOR. PROVIDE UNDERGROUND 1" PVC CONDUIT 24" BELOW

GRADE FROM EXISTING J-BOX TO GATE MOTOR OPERATOR.

SEE NOTE 4

US ARMY CORPS

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D es ig ne d:

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Reference number:

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Reference number:

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SECTION 02829

ELECTRIC GATE OPERATORS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. ELECTRIC GATE OPERATORS:

1. HEAVY-DUTY, INDUSTRIAL, GEAR-DRIVEN SLIDE GATE OPERATORS SIMILAR OR EQUAL

TO LIFTMASTER MODEL SL585. HEAVY-DUTY INDUSTRIAL SWING GATE OPERATOR

SIMILAR OR EQUAL TO LIFTMASTER SW490.

1.2 REFERENCES

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA): NEMA ICS 6 - INDUSTRIAL

CONTROL AND SYSTEMS: ENCLOSURES.

B. UNDERWRITERS LABORATORIES (UL): UL 325 - STANDARD FOR SAFETY FOR DOOR,

DRAPERY, GATE, LOUVER, AND WINDOW OPERATORS AND SYSTEMS.

C. UNDERWRITERS LABORATORIES (UL): UL 991 - STANDARD FOR TESTS FOR

SAFETY-RELATED CONTROLS EMPLOYING SOLID-STATE DEVICES.

D. INTERNATIONAL ORGANIZATION FOR STANDARDIZATION: ISO 9001 - QUALITY MANAGEMENT

SYSTEMS.

1.3 SUBMITTALS

A. SUBMIT UNDER PROVISIONS OF SECTION 01 33 00 SUBMITTAL PROCEDURES.

B. PRODUCT DATA: EQUIPMENT LIST, SYSTEM DESCRIPTION, ELECTRICAL WIRING DIAGRAMS

FOR INSTALLATION, AND MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED,

INCLUDING:

1. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS.

2. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS.

3. INSTALLATION METHODS.

C. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING LAYOUT, PROFILES, AND PRODUCT

COMPONENTS, INCLUDING ANCHORAGE, EDGE CONDITIONS, AND ACCESSORIES.

1. OPERATION, INSTALLATION, AND MAINTENANCE MANUALS INCLUDING WIRING

DIAGRAMS.

2. RISERS, LAYOUTS, AND SPECIAL WIRING DIAGRAMS SHOWING ANY CHANGES TO

STANDARD DRAWINGS.

D. MANUFACTURER QUALIFICATIONS

E. INSTALLER QUALIFICATIONS.

1.4 DELIVERY, STORAGE, AND HANDLING

A. DELIVER, STORE, AND HANDLE MATERIALS AND PRODUCTS IN STRICT COMPLIANCE WITH

MANUFACTURER'S INSTRUCTIONS AND INDUSTRY STANDARDS.

B. STORE PRODUCTS INDOORS IN MANUFACTURER'S ORIGINAL CONTAINERS AND

PACKAGING, WITH LABELS CLEARLY IDENTIFYING PRODUCT NAME AND MANUFACTURER.

PROTECT FROM DAMAGE.

1.5 QUALITY ASSURANCE

A. MANUFACTURER QUALIFICATIONS: ISO 9001 CERTIFIED MANUFACTURER.

B. INSTALLER QUALIFICATIONS: INSTALLATION PERFORMED BY FACTORY AUTHORIZED

CONTRACTOR SPECIFICALLY TRAINED IN GATE OPERATION SYSTEMS OF THE TYPE FOUND

WITHIN THIS SECTION AND WITH MINIMUM OF 3 YEAR EXPERIENCE IN THE INSTALLATION OF

SIMILAR GATE OPERATOR EQUIPMENT.

1.6 WARRANTY

A. MANUFACTURER'S STANDARD LIMITED WARRANTY:

1. WARRANTY PERIOD: 2 YEARS.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. ACCEPTABLE MANUFACTURER: LIFTMASTER; 845 LARCH AVENUE; ELMHURST, IL 60126-1196

OR EQUAL.

B.

2.2 GATE OPERATORS

A. GATE OPERATORS: LIFTMASTER SL585 INDUSTRIAL GEAR-DRIVEN SLIDE GATE OPERATOR.

SIMILAR OR EQUAL EQUIPMENT WILL BE ACCEPTED.

COMPLIANCE: UL 325 LISTED, UL 991 AND CSA C22.2 NO. 247 STANDARDS.

RATINGS: CLASS I.

a. RATINGS: CLASS II.

b. RATINGS: CLASS III.

c. RATINGS: CLASS IV.

2. WARRANTY: 2 YEARS.

3. OPERATOR SPEED: 11 INCHES (279.4 MM) PER SECOND FOR SLIDING GATE.

4. ELECTRICAL POWER REQUIREMENTS: 115/208/230V AC, SINGLE PHASE, 60 HZ.

5. ACCESSORY ELECTRICAL POWER REQUIREMENTS: 24V AC.

6. GEAR REDUCTION: 20:1 WORMGEAR REDUCER IN SYNTHETIC OIL BATH.

7. MOTOR: MINIMUM 1/2 HP, CONTINUOUS DUTY FOR SLIDING GATE.

a. CAPACITY: SUPPORTS GATE LENGTHS UP TO 45 FEET (13 M) AND GATE WEIGHTS UP

TO 1,000 POUNDS (454 KG) FOR SLIDING GATE. GATE WEIGHT UP TO 900 POUNDS AND 19

FEET MAXIMUM GATE WIDTH FOR SWING GATE.

b. RECOMMENDED CYCLES PER HOUR: 20.

8. METAL FRAME: 7-GAUGE PRE-GALVANIZED STEEL.

9. CHASSIS: POWDER-COATED GALVANIZED STEEL.

10. ENCLOSURE: WEATHER-RESISTANT, LOCKABLE, 16-GAUGE STEEL COVER.

11. CHAIN: #50 NICKEL-PLATED, 25 FEET (7620 MM) SUPPLIED WITH EACH SLIDING GATE

UNIT.

12. GEARBOX: ALL-WEATHER.

13. INTEGRATED 3-BUTTON CONTROL STATION: 3-BUTTON CONTROL STATION

INCORPORATED INTO THE OUTSIDE OF THE CONTROL BOX.

14. INHERENT OBSTRUCTION SENSING: OFFERS SEPARATE FORCE ADJUSTMENTS FOR

BOTH THE OPEN AND CLOSED DIRECTIONS. IF THE GATE STRIKES AN OBSTRUCTION, A

CLOSING GATE WILL REVERSE TO OPEN AND AN OPENING GATE WILL STOP.

15. EXTERNAL OBSTRUCTION SENSING: INPUT CONNECTIONS ARE PROVIDED FOR

EXTERNAL CONTACT AND NON-CONTACT SENSORS, SUCH AS PHOTO EYES AND EDGE

DEVICES.

16. LED INDICATORS: OPERATOR INPUT, STATUS AND DIAGNOSTIC LEDS.

17. CONTROL INPUTS: ALLOW THE CONNECTION OF OPTIONAL EXTERNAL DEVICES LIKE

LOOP DETECTORS, ACCESS CONTROL SYSTEMS AND RADIO RECEIVERS.

18. DIGITAL LOGIC CONTROL: SUPPORTS LONG-DISTANCE CONTROL WIRING RUNS OF

OVER

1,000 FEET (305 M).

19. SURGE AND SPIKE PROTECTION: CIRCUITRY DESIGNED TO PROVIDE PROTECTION

FROM EXTERNAL SPIKES OR SURGES.

20. WARNING DEVICE: UL 325 COMPLIANT ENTRAPMENT WARNING ALARM HAS ABILITY TO

BE SET FOR PRE-OPERATION WARNING; PROVIDES 3-SECOND WARNING PRIOR TO AND

DURING GATE MOVEMENT.

21. LOOP DETECTOR INPUTS: COMPATIBLE WITH EXIT, SHADOW AND INTERRUPT LOOP

DETECTORS.

22. EXTERNAL ALARM RESET BUTTON: ALLOWS FOR QUICK RESET OF THE GATE

OPERATOR WHEN THE ALARM HAS BEEN ACTIVATED.

23. TIMER-TO-CLOSE: ADJUSTABLE TIMER CAN BE SET FROM 1 TO 180 SECONDS. UNIT

AUTOMATICALLY RESETS UPON RECEIVING ANY ADDITIONAL OPEN COMMANDS.

24. MAXIMUM RUN TIMER: PROTECTS AGAINST DAMAGE TO THE GATE AND OPERATOR BY

LIMITING THE UNIT'S RUN TIME TO 120 SECONDS.

25. EXTERNAL MANUAL DISCONNECT: ALLOWS GATE TO BE OPENED IN THE EVENT OF A

POWER LOSS WITHOUT REMOVING THE OPERATOR COVER.

26. MECHANICAL BRAKING: THE MECHANICAL BRAKING SYSTEM ADDS SUBSTANTIAL GATE

POSITION CONTROL AT ALL POINTS IN TRAVEL. THE SOLENOID-ACTUATED BRAKE

SYSTEM ALSO PREVENTS THE GATE FROM BEING BACK-DRIVEN.

27. LIMIT SETTINGS: DRIVEN LIMIT NUT SWITCHES ARE FULLY ADJUSTABLE.

28. LOCKABLE HINGED ACCESS DOOR: WEATHER-RESISTANT, LOCKABLE, HINGED DESIGN

ALLOWS ACCESS TO THE UNIT'S ELECTRONICS FOR INSTALLATION OR SERVICING

NEEDS.

29. ACCESSORIES: PROVIDE THE OPTIONAL ACCESSORIES LISTED BELOW.

a. LIFTMASTER THERMOSTATICALLY CONTROLLED FIN-TYPE HEATER.

b. LIFTMASTER AUXILIARY CONTACT BLOCKS.

PART 3 EXECUTION

3.1 EXAMINATION AND PREPARATION

A. INSPECT AND PREPARE SUBSTRATES USING THE METHODS RECOMMENDED BY THE

MANUFACTURER FOR ACHIEVING BEST RESULT FOR THE SUBSTRATES UNDER PROJECT

CONDITIONS.

B. DO NOT PROCEED WITH INSTALLATION UNTIL SUBSTRATES HAVE BEEN PREPARED USING

THE METHODS RECOMMENDED BY THE MANUFACTURER AND DEVIATIONS FROM

MANUFACTURER'S RECOMMENDED TOLERANCES ARE CORRECTED. COMMENCEMENT OF

INSTALLATION CONSTITUTES ACCEPTANCE OF CONDITIONS.

C. IF PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY ARCHITECT IN

WRITING OF DEVIATIONS FROM MANUFACTURER'S RECOMMENDED INSTALLATION

TOLERANCES AND CONDITIONS.

3.2 INSTALLATION

A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. TEST FOR PROPER

OPERATION AND ADJUST UNTIL SATISFACTORY RESULTS ARE OBTAINED.

3.3 PROTECTION

A. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.

B. TOUCH UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL

COMPLETION.

END OF SECTION