App._H_-_ECP_Details_-_FP09.pdf

PDF 3 MB Posted Jun 21, 2015

Attached to: Renovation of Regional Training Center, (RTC) Jalalabad Female Compound Nangarhar Province, Afghanistan
Solicitation number: W5J9JE-15-R-0018
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

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Appendix H

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Other files

File	Type	Posted
W5J9JE-15-R-0018-0003.pdf	PDF	Jul 9, 2015
K_-_FP05_Guard_Shack.pdf	PDF	Jul 9, 2015
Typical_Wall..pdf	PDF	Jul 9, 2015
Current_Helipad.pdf	PDF	Jul 9, 2015
TEMPORARY_STORAGE_SITE.PDF	PDF	Jul 4, 2015
W5J9JE-15-R-0018-0002.pdf	PDF	Jul 4, 2015
W5J9JE-15-R-0018-0001.pdf	PDF	Jun 29, 2015
App._E-1_-_Administration_-_AD19d.pdf	PDF	Jun 21, 2015
App._G_-_Sliding_Gate.pdf	PDF	Jun 21, 2015
App._C_-_Female_Compound_Concept__Site_Layout.pdf	PDF	Jun 21, 2015
App._E-9_-_Medical_Clinic_with_wall_-_MS01.pdf	PDF	Jun 21, 2015
App._E-3_-_Barracks_-_B04a.pdf	PDF	Jun 21, 2015
App._F_-_BLDG_105_Renovation.pdf	PDF	Jun 21, 2015
App._D_-_RTC_Jalalabad_proposed_septic_locations.pdf	PDF	Jun 21, 2015
App._I_-_Guard_House_(Elect)_-_FP07a.pdf	PDF	Jun 21, 2015
App._E-4_-_Barracks_-_B06.pdf	PDF	Jun 21, 2015
App._E-6_-_200_Student_Classroom_Bldg_-_CL02.pdf	PDF	Jun 21, 2015
App._M_-_Jalalabad_RTC_J-Bad_Gender_Integration_site_assessment_report.pdf	PDF	Jun 21, 2015
App._E-10_-_Parade_Ground_ _Review_Stand_-_G02.pdf	PDF	Jun 21, 2015
App._L_-_WATER_LOOP.pdf	PDF	Jun 21, 2015
App._J_-_(E)_Water_-_Sewer.pdf	PDF	Jun 21, 2015
App._B_-_RTC_J-Bad_(N)_Layout.pdf	PDF	Jun 21, 2015
App._E-5_-_Daycare_-_B25c_(modified).pdf	PDF	Jun 21, 2015
App._E-7_-_300-Student_Classroom_Bldg_-_CL03.pdf	PDF	Jun 21, 2015
App._K_-_ELECTRICAL_SINGLE_LINE_DIAGRAM.pdf	PDF	Jun 21, 2015
App._E-8_-_Dining_Facility_TYPE_2_(Elect_Heat)_-_DF04.pdf	PDF	Jun 21, 2015
App._E-2_-_Barracks_-_B03.pdf	PDF	Jun 21, 2015
App_A-1_Technical_Specifications.pdf	PDF	Jun 20, 2015
Attachment_A_-_W5J9JE-15-R-0018.pdf	PDF	Jun 20, 2015
W5J9JE15R0018.pdf	PDF	Jun 20, 2015
App_A-2_Technical_References.pdf	PDF	Jun 20, 2015

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SECTION/DETAIL CROSS REFERENCING CONVENTIONS

SCHEDULE OF DRAWINGS

SHEET

REFERENCE

SHEET

DESCRIPTION

STATUS

REV

SECTION IDENTIFICATION NUMBER

SECTION IS DRAWN

NUMBER OF SHEET ON WHICH

DETAIL IDENTIFICATION NUMBER

DRAWN

DETAIL OF THE CONDITION IS

NUMBER OF SHEET ON WHICH

A-101

A-001

DIRECTION

A-001DETAIL

DRAWING TITLE

SCALE

DRAWING SCALE

SYMBOL WHERE DETAIL IS TAKEN

SYMBOL WHERE SECTION IS TAKEN

SECTION

DRAWING TITLE NUMBER

A-101

ELEVATION

ELEVATION IDENTIFICATION NUMBER

ELEVATION IS DRAWN

NUMBER OF SHEET ON WHICH

IS TAKEN

SYMBOLWHERE ELEVATION

D DIRECTION

GENERAL

APO AE, 09356

US ARMY ENGINEER DISTRICT, AFGHANISTAN

ENGINEERING AND CONSTRUCTION DIVISION

SHEET

REFERENCE

SHEET

DESCRIPTION

STATUS

REV

SHEET

REFERENCE

SHEET

DESCRIPTION

STATUS

REV

G-001

L E S

H E

E T

S C

H E

D U

L E O

F D

R A

G S

01/31/2012G-0011 TITLE SHEET & SCHEDULE OF DRAWINGS

DETAILS

ENTRY CONTROL POINT (ECP) -FP09

CIVIL

C-101 TYPICAL ENTRY CONTROL POINT PLANS 01/31/2012

C-501 01/31/2012

C-502 05/28/2012

C-503 01/31/2012

C-504 10/20/2012

FENCING DETAILS

SLIDING GATE DETAILS

STEEL VEHICLE AND PERSONNEL GATE DETAILS

STRUCTURAL

S-001 01/31/2012

S-101 01/31/2012

S-501 01/31/2012

S-502 01/31/2012

DROP ARM BARRIER GENERAL NOTES AND SCHEDULES

DROP ARM BARRIER PLAN

DROP ARM BARRIER SECTIONS AND DETAILS

DROP ARM BARRIER SECTIONS

E V

E D S

H E

E T C -5

A D

D E

D C -5

C -5

R E

E D S

H E

E T C -5

E V

E D S

H E

E T C -5

OCTOBER 20, 2012

PERIMETER WALLS DETAILS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps c d o c u m e n ts a n d s e tt in g s \n a e n d m u \p w w o rk

P -G

-0 .d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A F

G H

A N

T A

N D

T R

A P

O A

A N

S I

F P -G

-0 .d g n

E A

D A

P T D

E S

U E

D F

O R C

O N

S T

R U

C T

A F

G H

A N

T A

F P E

C P D

E T

S c d o c u m e n ts a n d s e tt in g s \n a e n d m u \p w w o rk

P -C -1

.d g n

M W

E A

G G

R E

G A

T E

EQUAL CONCRETE BARRIERS

HESCO MIL3 BARRIERS OR

C-101

BARRIER WALL

PASSIVE

SLIDING GATE

(TWO LANE)

BEAM GATE

ACTIVE BARRIER

1.5 M WIDE MAN GATE

GUARD TOWER (TYP.)

O N

E W

A Y

ONE WAY

M W

E A

G G

R E

G A

T E

(TWO LANE)

BEAM GATE

ACTIVE BARRIER

(TWO LANE)

BEAM GATE

ACTIVE BARRIER

SEE STRUCT. DRWGS.

EQUIPMENT PAD DETAILS

PER TYPICAL EXTERIOR

* 250 mm CONCRETE PAD

(ONE LANE)

BEAM GATE

ACTIVE BARRIER

BARRIER WALL

CONCRETE

CANOPY OVER CONCRETE

INSPECTION PAD AREA,

SEE FP-01

AGGREGATE

SIDEWALK

GUARD

SHACK

PASSIVE

BARRIER WALL

COMPOUND WALL

GUARD HOUSE (TYP)SLIDING GATE

1.5 M WIDE MAN GATE

GUARD TOWER (TYP.)

HESCO MIL3

BARRIERS OR

EQUAL CONCRETE

BARRIERS

O N

E W

A Y

GATE (ONE LANE)

ACTIVE BARRIER BEAM

NTS

PRIMARY ECP PLAN

C-101

NTS

SECONDARY ECP PLAN

C-101

T Y

A L E

N T

R Y C

O N

T R

O L P

T P

L A

N S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A F

G H

A N

T A

N D

T R

A P

O A

A N

S I

F P -C -1

.d g n

E A

D A

P T D

E S

U E

D F

O R C

O N

S T

R U

C T

A F

G H

A N

T A

F P E

C P D

E T

C-501

PERIMETER FENCING DETAIL

SCALE: 1:50

C-501 SCALE: 1:50

PEDESTRIAN GATE DETAIL

C-501 SCALE: 1:50

VEHICLE GATE DETAIL

C-501 SCALE: N.T.S.

TENSION BAND DETAIL 5

C-501 SCALE: N.T.S.

LINE POST ATTACHMENTS

C-501 SCALE: N.T.S.

BRACE RAIL ATTACHMENTS 7

C-501 SCALE: N.T.S.

OUTRIGGER DETAIL

C-501 SCALE: N.T.S.

END OF GATE POST DETAIL 9

C-501 SCALE: N.T.S.

BRACE RAIL CLAMP DETAIL

c d o c u m e n ts a n d s e tt in g s \n a e n d m u \p w w o rk

P -C -5

.d g n

GENERAL NOTES:

BARBED WIRE

6 STRANDS

300 O.C. MAX

TIE WIRE

9-GUAGE STEEL

C-501

F E

N C

G D

E T

S :5

0 5000250010002500

SCALE: 1 : 50

TENSION BAND

CARRIAGE BOLT

TENSION BAR

ENGAGE EACH FABRIC LINK

TENSION BAR TO

FABRIC

FROM BOTTOM OF FABRIC)

(380 O.C. MAX. AND WITHIN 100

TENSION BAND

FABRIC

(305 O.C. MAX.)

9-GAGE TIE WIRES

PLUNGER ROD CATCH

FINISH GRADE

300 MIN.

CONCRETE (TYP)1

M M M

BRACE

ROD

TRUSS

FABRIC

CHAINLINK

ROD

TRUSS

BRACE

GATE FRAME

GATE POST 60MM (TYP)

GATE FRAME

TENSION WIRE

BOTTOM OF FABRIC)

WITHIN 100 FROM

(380 O.C. MAX. AND

TIE WIRE

GATE LEAF

GATE OPENING

BRACE RAIL

RAIL

BRACE

LATCH

ROD

TRUSS

GRADE LINE

WIRE

TENSION

BOTTOM

HINGE

ROD

TRUSS

POST

GATE

HINGE

F E

N C

E F

A B

MULTIPLES OF 3000 MAX3000END BAY 3000 MAX

WIRE

BARB

LINE POST

FABRIC

CHAIN LINK

LINE POSTFABRIC

CHAIN LINK

OR ANGLE

CORNER POST

BRACE

RAIL

BOTTOM

TENSION WIRE

BOTTOM

TOP TENSION WIRETOP RAIL

AND AS SHOWN ON IN OTHER LOCATIONS ON THIS SET OF PLANS.

TENSION BAND TO BE INSTALLED ON BOTH SIDES OF ALL GATES8.

PER LINEAR METER.

WIDE DN75 O.D. PIPE GRADE A WEIGHING 8.62 KILOGRAM

OVER 1829 MILLIMETER WIDE AND UP TO 3962 MILLIMETERB.

WEIGHING 8.62 KILOGRAM PER LINEAR METER.

UP TO 1829 MILLIMETER WIDE DN75 O.D. PIPE GRADE AA.

FOLLOWS:

PROVIDE A GATE POST FOR SUPPORTING EACH GATE LEAF AS7.

WITH METAL BANDS SPACED 381 MILLIMETER ON CENTER.

FABRIC 102 MILLIMETER ON CENTER AND SECURED TO POSTS

OR EASED. THREAD STRETCHER BARS THROUGH OR CLAMPED TO

POSTS. PROVIDE BANDS WITH PROJECTING EDGES CHAMFERED

CONJUNCTION WITH SPECIAL FITTINGS FOR SECURING RAILS TO

OVER 381 MILLIMETER ON CENTER. BANDS MAY ALSO BE USED IN

ARE STEEL, WROUGHT IRON, OR MALLEABLE IRON SPACED NOT

BAR BANDS FOR SECURING STRETCHER BARS TO POSTS THAT

ASTM A 116, ASTM A 702 AND ASTM F 626. PROVIDE STRETCHER

CROSS SECTION OF 5 BY 20 MILLIMETER, IN ACCORDANCE WITH

EQUAL TO THE FULL HEIGHT OF THE FABRIC WITH A MINIMUM

PROVIDE STRETCHER BARS THAT HAVE ONE-PIECE LENGTHS6.

SPACED 610 MILLIMETER ON CENTER.

THE WIRE TO THE FABRIC WITH 3.5 MILLIMETER TIES OR CLIPS

LESS THAN 3.9 MILLIMETER GALVANIZED WIRE OR BY SECURING

THROUGH THE FABRIC AND TYING THEM TO EACH POST WITH NOT

PER SQUARE METER. INSTALL TENSION WIRE BY WEAVING THEM

PROVIDE ZINC COATING THAT WEIGHS NOT LESS THAN 490 GRAM

SPRING WIRE, PROVIDED AT THE BOTTOM OF THE FABRIC ONLY.

TENSION WIRE MUST BE GALVANIZED, 3.7 MILLIMETER, COILED5.

ADJUSTABLE TRUSS RODS AND TURNBUCKLES.

WEIGHING 3.38 KILOGRAM PER LINEAR METER AND 10 MM

POST BRACING MUST CONSIST OF DN40 O.D. PIPE GRADE AD.

UNLESS MEMBERS ARE TO BE OVERSIZED.

SPECIFIED IN FS RR-F-191/3 FOR EACH CLASS AND GRADE

BOTTOM RAIL MUST CONFORM TO MINIMUM SIZESC.

LINEAR METER.

POSTS DN70 O.D. PIPE WEIGHING 8.62 KILOGRAM PER

PROVIDE MINIMALLY ACCEPTABLE END, CORNER, AND PULLB.

O.D. PIPE WEIGHING 5.44 KILOGRAM PER LINEAR METER.

MINIMUM ACCEPTABLE LINE POSTS MUST BE DN50 2.0 INCHA.

STIFFNESS AND AS INDICATED.

ASSEMBLIES AT CORNER AND PULL POSTS WHERE REQUIRED FOR

IS UNDER PROPER TENSION. PROVIDE TWO COMPLETE BRACE

ASSEMBLIES SO POSTS ARE PLUMB WHEN THE DIAGONAL ROD

LOCATED AT MIDHEIGHT OF THE FABRIC. INSTALL BRACE

SIDES OF CORNER AND PULL POSTS, WITH THE HORIZONTAL BRACE

BRACING ASSEMBLIES AT END AND GATE POSTS AND AT BOTH

FOR EACH CLASS AND GRADE. CONTRACTOR MUST PROVIDE

STEEL PIPE, GRADE A, IN MINIMUM SIZES LISTED IN FS RR-F-191/3

CLASS 1, STEEL PIPE, GRADE A. BRACES AND RAILS; CLASS 1,

CLASS 1, STEEL PIPE, GRADE A. END, CORNER, AND PULL POSTS;

POSTS, BOTTOM RAILS, AND BRACES: FS RR-F-191/3 LINE POSTS;4.

PULLING FORCE IS RELEASED.

DIRECTED. FABRIC MUST REMAIN UNDER TENSION AFTER THE

ON THE SECURITY SIDE OF FENCE, UNLESS OTHERWISE

TENSION WIRE WITH WIRE TIES AND BANDS. INSTALL FABRIC

LINE. PULL FABRIC TAUT AND TIED TO POSTS, RAILS, AND

PLACED APPROXIMATELY 38 MILLIMETER ABOVE THE GROUND

LENGTHS BETWEEN STRETCH BARS WITH BOTTOM BARBS

HAVE ONE-PIECE FABRIC WIDTHS. PROCIDE FABRIC IN SINGLE

GALVANIZING. FENCE HEIGHTS TO 3658 MILLIMETER MUST

AND ASTM F 626, WITH 366 GRAM PER SQUARE METER ZINC

FABRIC AND WIRE CONFORMING TO ASTM A 116, ASTM A 702

INTO A 51 MILLIMETER DIAMOND MESH, WITH DIMENSIONS OF

MUST CONSIST OF (3.8 MILLIMETER) NO. 9-GAGE WIRES WOVEN

SLEVAGE AND TWISTED AND BARBED AT THE OTHER. FABRIC

MESH SIZE, 51MM. PROVIDE SELVAGE KNUCKED AT ONE

FABRIC: FSRR-F-191/1; TYPE I, ZINC-COATED STEEL, 9 GAGE.3.

SQUARE METER MINIMUM.

INTERNAL: SURFACE ZINC COATING OF 275 GRAM PERE.

THICKNESS OF ACRYLATED POLYMER.

COATING, 5 GRAM PER SQUARE METER MINIMUM

EXTERNAL: TYPE B-B SURFACE ZINC WITH ORGANICD.

SURFACE (ASTM F 1043):C.

TABLE 1.

HARDWARE AND ACCESSORIES: ASTM A 153/A 153M,B.

PIPE: GRADE A IN ACCORDANCE WITH ASTM F 1083.A.

CONFORMS TO THE REQUIREMENTS OF THE FOLLOWING:

WITH ASTM A 90/A 90M. PROVIDE ZINC COATING THAT

RESULT OF TWO SPECIMENS, WHEN TESTED IN ACCORDANCE

PER SQUARE FOOT, AS DETERMINED FROM THE AVERAGE

NOT LESS THAN 550 GRAM PER SQUARE METER, 1.94 OUNCES

AFTER FABRICATION. PROVIDE ZINC COATING OF WEIGHT

AS OTHERWISE SPECIFIED, MUST BE HOT-DIP GALVANIZED

FERROUS-METAL COMPONENTS AND ACCESSORIES, EXCEPT2.

REQUIREMENTS OF ASTM A 116, ASTM A 702, ASTM F 626.

PROVIDE FENCING MATERIALS THAT CONFORM TO THE1.

IN MILLIMETERS (mm), UNLESS OTHERWISE NOTED.

ALL LINEAR DIMENSIONS SHOWN ON DRAWINGS ARE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A F

G H

A N

T A

N D

T R

A P

O A

A N

S I

F P -C -5

.d g n

E A

D A

P T D

E S

U E

D F

O R C

O N

S T

R U

C T

A F

G H

A N

T A

F P E

C P D

E T

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps c d o c u m e n ts a n d s e tt in g s \n a e n d m u \p w w o rk

P -C -5

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A F

G H

A N

T A

N D

T R

A P

O A

A N

S I

F P -C -5

.d g n

E A

D A

P T D

E S

U E

D F

O R C

O N

S T

R U

C T

A F

G H

A N

T A

F P E

C P D

E T

UPN 100 AT EVERY 1000MM

W A

L L

(80X80)MM STEEL BOX

BLUBBERING

UPN 100 AT EVERY 1000MM

STEEL SUPPORT

PROTECTION

BLUBBERING

BLUBBERING BLUBBERING

BOUNDARY WALL R.C.C COLUMN

5MM STEEL PLATE

CONCERTINA WIRE

BARBED WIRE

3 ROWS OF BARBED WIRE

THE WALL

BARBED WIRE ABOVE

850 1000 1000 1000 1000

500 555 555

5000MM DOOR OPENING1200

1250 1250

1350 100125012501350500 555 555

A C-502

C-502 SCALE: 1:30

PLAN

C-502 SCALE: 1:30

ELEVATION

UPN 100 AT EVERY 1000MM

C-502 SCALE: 1:10

TOP DETAIL

5MM STEEL SHEET SURFACE

(80X80)MM STEEL BOX

PROTECTION

2MM STEEL PLATE

BLUBBERING

(80X40)MM STEEL BOX

C-502 SCALE: 1:20

SECTION

CONCERTINA WIREGALVANIZED STEEL WIRE

METAL ANGLE

30X30 MM

EVERY 3000 MAXIMUM

BLUBBERING

(80X80X5)MM STEEL BOX

SHEET SURFACE

5MM STEEL

PIPE

EVERY 1000MM

UPN 100 AT

EVERY 1000MM

UPN 100 AT

C-502

S L

G G

A T

E D

E T

S :3

0 1000500200500

SCALE: 1 : 10

0 200010004001000

SCALE: 1 : 20

0 300015006001500

SCALE: 1 : 30

(80X40)MM STEEL BOX

MEMBERS TYPICAL

INTERMEDIATE FRAMING

(80X40)MM STEEL BOX

STEEL BOX

(80X80X5)MM

E V

E D D

E T

TOGETHER

THICKNESS FOR BOTH FACES ADDED

6MM STEEL SHEET SURFACE TOTAL

E V

E D N

O T

CONCERTINA

E T

Y P

A L

T R

A N

D S O

F B

A R

B E

BOUNDARY WALL

1500300050007000

500 555 555 1350 1250 1250 1350

COLUMN

100 MM R.C.C

EVERY 1000MM

UPN 100 AT

EVERY 1000MM

UPN 100 AT

TYPICAL

BLUBBERING

(INTO COMPOUND)

PERSONEL GATE TYP.

SWING DIRECTION OF

C-503 SCALE: 1:40

PLAN

ON BOTH SIDES OF GATES TYPICAL

STONE MASONRY PERIMETER WALL

SUPPORT

STEEL

(80X40)MM STEEL BOX

BLUBBERING

STEEL BOX

(80X80)MM

5MM STEEL SHEET SURFACE

BLUBBERING

MEMBERS TYPICAL

INTERMEDIATE FRAMING

(80X40)MM STEEL BOXPROTECTION

(80X80)MM STEEL BOX

BARBED WIRE

CONCERTINA WIRE

UPN 100 AT EVERY 1000MM

3 ROWS OF BARBED WIRE

100010001000100010001000850

500 555555

1350125012501350 100

TYPICAL

VIEWPORT

(200x50)MM

STEEL GATE

TO MAKE RIGID FRAME

ALL JOINTS ARE WELDED

GATE POST

3000 STONE WALL1500

3005000MM GATE OPENING 6 STRANDS OF BARBED WIRE

TO FACE OF WALL

30MM CLR. (TYP)

C-503 SCALE: 1:40

ELEVATION

C-503

S T

E E

L V

E H

L E A

N D P

E R

S O

N E

L G

A T

D E

T A

0 400020008002000

SCALE: 1 : 40

IN MILLIMETERS (mm), UNLESS OTHER WISE NOTED.

ALL LINEAR DIMENSIONS SHOWN ON DRAWINGS ARE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps c d o c u m e n ts a n d s e tt in g s \n a e n d m u \p w w o rk

P -C -5

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A F

G H

A N

T A

N D

T R

A P

O A

A N

S I

F P -C -5

.d g n

E A

D A

P T D

E S

U E

D F

O R C

O N

S T

R U

C T

A F

G H

A N

T A

F P E

C P D

E T

SCALE: 1:20

1A C-504

OPTIONAL CONCERTINA

SCALE: 1:10

C-504

STONE VENEER WALL SECTION

2% GRADE2% GRADE

@ WALLS

40 CLR TYP

S T

O N

E V

E N

E E

O C

O N

C R

E T

E E

M B

E D

M E

N T

SCALE: 1:20

1B C-504

OPTIONAL SNIPER SCREEN

Y -F

R A

M E W

G A

L V

A N

E D C

H A

K F

E N

C E W S

E R S

C R

E E

DESIGN FOR WIND

AS REQUIRED BY

BRACE EACH POST

PROVIDE TOP CAP

ANTI RUST PAINTED,

X 3200MM @ 3000MM O.C.,

METAL PIPE POSTS

51 NOMINAL DIA. STD.

FENCE ARE OMITTED.

W/ WIRE IF SCREEN &

TOP CAP & Y-FRAME

PAINTED. PROVIDE

O.C. TYP., ANTI RUST

1600MM TALL @ 3000MM

METAL PIPE SLEEVE

63 NOMINAL DIA. STD.

#10 @ 400MM O.C. HORIZ

#10 LONGITUDINAL &

CONCRETE CAP W/(4)

AND CONCERTINA & WIRE REQUIREMENTS.

SEE SECTION 1 FOR TYP. Y-FRAME DETAILS

TO SLEEVE PIPE

FILLET WELD POST

Y P

T G

50 TYP.

SCALE: 1:10

C-504

3 S T R

A N

D S O

F B

A R B E D W

E E

A C

H S

WELDED ALL AROUND TO ANGLE

4MM DIAMETER BENT CLIP TYPICAL

PAINTED WITH ANTI RUST PAINT

L30X30X3X700MM LONG (1000MM @ CORNER POSTS)

Y-FRAME ENLARGED DETAIL

SCALE: 1:20

C-504

EXPANSION JOINT DETAIL AND WALL CORNER PLAN

SECTIONAL VIEW TOP VIEW

JOINT W/ SELANT

20MM EXPANSION

- GREASE ONE END, TYP.

O.C. & ONE IN CAP ABOVE

SMOOTH DOWELS @400MM

16MM DIAMETER X 600MM

AND 10M MAX FROM CORNERS, TYPICAL.

EXPANSION JOINTS (EJ) SHALL BE SPACED @ 20M MAX.

NOTE:

2% GRADE

C-504

20M MAX TO NEXT EJ 10M MAX FROM EJ TO CORNER

SCALE: 1:20

C-504

WALL ELEVATION SHOWING EXPANSION JOINT & CORNER

1B C-504

PLAN "Z"-TIES

SCALE: 1:NTS

FOR CLARITY)

(REINF. NOT SHOWN

CONCRETE WALL

VENEER

STONE

JOINTS

MORTOR

"Z" TIES IN

T Y

C-504 NO SCALE

STEP FOOTING DETAIL AS REQUIRED FOR GRADE CHANGES

Y P

T G

GRADE

C-504

.4 M

E T

E R W

A L L S

0 200010004001000

SCALE: 1 : 20

0 1000500200500

SCALE: 1 : 10

NOT SHOWN)

(OTHER WALL REINF

DOWEL INFORMATION

DETAIL FOR SMOOTH

SEE EXPANSION JOINT

200200

AS SHOWN, TYPICAL

TO EACH SIDE OF EJ

PROVIDE Y-FRAME

D D

E D S

H E

E T

TOE

FOOTING WIDTH PER SCHEDULE

100 300 100 HEEL

FOR POST & Y-FRAME DETAILS

SEE TYPICAL WALL SECTION

RAZOR WIRE

DIAMETER CONCERTINA

TRIPLE STRAND 600MMTALL FENCE AND SCREEN DETAIL

PROVIDE POST CAP OR USE

TO OTHER SIDE OF NEXT POST

OF BARBED WIRE; ALTERNATE

4MM DIA CLIP FOR TOP RUN

600MM DIAMETER

OF RAZOR WIRE

CONCERTINA STRING

#10 @ 400MM O.C. HORIZ

#10 LONGITUDINAL &

CONCRETE CAP W/(4)

TWO EACH SIDE

#14 LONGITUDINAL

H E

H T P

E R S

C H

E D

U L E

A P

450 O.C. 700mm LAPS, EACH FACE

#14 HORIZONTAL REINFORCING @

EXTENDED FENCE AND SCREEN DETAIL.

CAP & Y-FRAME W/ WIRE OR USE

ANTI RUST PAINTED. PROVIDE TOP

1600MM TALL @ 3000MM O.C. TYP.,

63 NOMINAL DIA. STD. METAL PIPE

EACH FACE, SPACING PER SCHEDULE

#14 VERTICAL REINFORCMENT

REINFORCING SCHEDULE

HEIGHT

WIDTH

FOOTING

REINF

VERTICAL

LONG. REINF.

FOOTING

& HEEL

TOE

350 O.C.

300 O.C.

(4) 14mm

(5) 14mm

(6) 14mm

1.5H

POSSIBLE

STEEP AS

AND SPACING AS LONGITUDINAL BARS

BENT BARS SHALL BE THE SAME SIZE

MAX

1.5H

M A

0 M

A X

F O

R C

G S

C H

E D

U L E A

D D

E D

TYPICAL ENTIRE HEIGHT OF WALL

EACH FACE PER DETAIL 1B

400 mm O.C. EACH WAY

5mm MASONRY Z TIES @

REINFORCING PER SCHEDULE.

HOOKS EACH FACE TO MATCH VERTICAL

VERTICAL DOWELS WITH STANDARD

THE 300 CONCRETE WALL.

FACES MAY BE USED TO FORM

ARE USED THE STONE VENEER

AND CONSTRUCTION TECHNIQUES

IF PROPER CONCRETE PLACEMENT

NOTE:

BOTTOM PER SCHEDULE

REINFORCING TOP &

#14 LONGITUDINAL

REINFORCING PER SCHEDULE

TO MATCH VERTICAL

TOP & BOTTOM SPACING

#14 LATERAL REINFORCING 8

500mm WIDE PLINTH

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps c d o c u m e n ts a n d s e tt in g s \n a e n d m u \p w w o rk

P -C -5

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A F

G H

A N

T A

N D

T R

A P

O A

A N

S I

F P -C -5

.d g n

E A

D A

P T D

E S

U E

D F

O R C

O N

S T

R U

C T

A F

G H

A N

T A

F P E

C P D

E T

DO NOT SCALE DRAWINGS.

EXCAVATION

ADJUSTMENTS TO DIMENSIONS WILL BE MADE PER ENGINEERS WRITTEN DIRECTION.

JOBSITE. REPORT ALL DISCREPANCIES TO CORPS OF ENGINEERS AED-NORTH.

BEGINNING ANY DEMOLITION, FABRICATION OF MATERIALS, OR CONSTRUCTION AT

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT JOBSITE PRIOR TO

WRITTEN NOTIFICATION AND APPROVAL OF CORPS OF ENGINEERS AED-NORTH.

NO CHANGES SHALL BE MADE TO THESE PLANS OR SPECIFICATIONS WITHOUT PRIOR

VIEWS ARE SHOWN USING MILLIMETERS, UNLESS OTHERWISE NOTED.

DIMENSIONS PROVIDED IN SECTIONS OR DETAILS AND ON PLAN AND ELEVATION

WORK AT THE JOB SITE.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE

DESIGN AND AISC MANUAL OF STEEL CONSTRUCTION 9th EDITION).

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS

FOR REINFORCED CONCRETE (ACI 318).

AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE REQUIREMENTS

CODE - STEEL (AWS D1.1).

AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING

INTERNATIONAL BUILDING CODE (IBC-2006).

DESIGN REFERENCES:1.

CONTRACTING OFFICER OR HIS APPROVED AGENT PRIOR TO PLACING CONCRETE.

ALL FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE7.

OBJECTIONABLE MATERIALS.

ORGANICS, ROOTS, DEBRIS, LARGE ROCKS, LOOSE, SOFT OR OTHERWISE

BEFORE STARTING EARTHWORK, STRIP SURFACE OF ALL VEGETATION AND ALL1.

GENERAL

PROVIDE A UNIFORM BEARING SURFACE.

FOUNDATION EXCAVATIONS SHALL BE CLEANED AND HAND TAMPED TO

PROCTOR MAXIMUM CRY DENSITY (ASTM-1557).

CONCRETE

EMBEDDED MATERIAL:1.

PLACE.

ALL EMBEDDED ITEMS ARE IN POSITION AND SECURELY FASTENED IN

BEFORE PLACING CONCRETE, CARE SHALL BE TAKEN TO INSURE THATA.

SHALL BE DETAILED AND INSTALLED IN ACCORDANCE WITH THE ACI DETAILING MANUAL. (SP-66)

CAST-IN-PLACE CONCRETE SHALL CONFORM TO 2008 ACI BUILDING CODE. STEEL REINFORCING2.

AT 28 DAYS.

CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI3.

SHALL BE PROPERLY LOCATED AND INSTALLED PRIOR TO PLACING CONCRETE.

ITEMS OF WORK TO BE INSTALLED IN ANY CONCRETE WORK, INCLUDING STRUCTURAL STEEL, 4.

CONCRETE PLACEMENT OPERATION.

CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO STRUCTURAL ENGINEER PRIOR TO5.

ASTM A-615, GRADE 60 WITH MINIMUM YIELD STRENGTH 413 MPa (60,000 PSI).

ALL REINFORCING BARS SHALL BE DEFORMED BILLET-STEEL CONFORMING TO6.

TO CLEAR PIPES, SEALS, RECESSES, EMBEDDED METAL WORK AND CONDUITS.

REINFORCEMENT MAY BE MOVED WITH APPROVAL OF THE CONTRACTING OFFICER7.

SHALL BE PROVIDED AS FOLLOWS, UNLESS OTHERWISE NOTED:

CLEAR CONCRETE COVER FOR REINFORCING BARS IN CAST-IN-PLACE CONCRETE

EARTH: 75mm

FOOTINGS OR BEAMS CAST AGAINST AND PERMANENTLY EXPOSED TOA.

(2) ALL OTHERS: 50 mm

(1) 16 BARS OR SMALLER: 40mm

FORMED SURFACES EXPOSED TO WEATHER OR EARTH:

PRINCIPLE REINFORCEMENT, TIES OR STIRRUPS: 40mm

(2) BEAMS, GIRDERS, COLUMNS:

(1) SLABS, WALLS: 20mm

FORMED SURFACES NOT EXPOSED DIRECTLY TO WEATHER OR EARTH:C.

NOT BE USED.

WILL INJURE THE MATERIAL. BARS WITH KINKS OR IMPROPER BENDS SHALL

REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT9.

LESS THAN THE NOMINAL DIAMETER OF THE BAR, NOR 25mm.

THE CLEAR DISTANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE10.

STRUCTURAL STEEL

STEEL UNLESS OTHERWISE NOTED.

ALL METAL WORK SHOWN ON DRAWINGS SHALL BE FABRICATED OF STRUCTURAL1.

ALLOWABLE STRESS DESIGN.

REQUIREMENTS OF THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS -

DESIGN OF STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE2.

OF THE CURRENT AWS, D1.1, STRUCTURAL WELDING CODE - STEEL.

ALL WELDING SHALL BE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS3.

ALL WELDING SHALL COMPLY WITH AWS CODE D1.1, USING E70XX ELECTRODES.5.

GENERAL NOTES

PLATE SIZES ARE GIVEN IN MILLIMETERS, THUS, PL 10 X 200 X 600.

MILLIMETERS WITH SYMBOLS IN ACCORDANCE WITH AWS.

WELDING NOTATION SIZE, LENGTH AND SPACING ARE GIVEN IN

LEGEND AND NOTATIONS

SPLICES

DETAILING REINFORCEMENT AND AS APPROVED BY THE CONTRACTING OFFICER.

DRAWINGS SHALL BE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS FOR

LOCATION OF SOME SPLICES ARE SHOWN ON DRAWINGS. SPLICES NOT SHOWN ON

BY THE LARGER BAR UNLESS NOTED OTHERWISE.

WHEN REINFORCEMENT OF DIFFERENT SIZE SPLICES, THE LAP LENGTH IS GOVERNED

TENSION LAP SPLICE LENGTH SHALL BE AS FOLLOWS:

FOR CLASS "A" SPLICES 1.0 ld

FOR CLASS "B" SPLICES 1.3 ld

TENSION LAP SPLICES

AS (PROVIDED) MAXIMUM % REBARS SPLICED WITHIN REQ. LAP LENGTH

AS (REQUIRED) 50 100

GREATER THAN 2

EQUAL TO OR

CLASS A CLASS B

LESS THAN 2 CLASS B CLASS B

WHERE ld IS THE BASIC TENSION DEVELOPMENT LENGTH. 40db

90 HOOK

SIZES OF

SIZE

BAR

SIZE

BAR

APPROX

180 HOOK

SIZES OF

DETAIL DEMENSIONING HOOK

b d

4 b ORd

60 MIN.

D b d

DETAIL DEMENSIONING HOOK

d b

20 bd

A A

FOR #9 #11

FOR #3 #8

dbD=6

D=8

= BAR DIA.

db db

# 3

# 4

# 5

# 6

# 7

# 8

# 9

# 10

# 11

130 10080

110150

130180

150200

180250

200280

260380

290430

320480

# 3

# 4

# 5

# 6

# 7

# 8

# 9

# 10

# 11

A J A J

EQUIVALENT REINFORCING BAR SIZE CHART

ACI DESIGNATION METRIC DIAMETER (MM)

BAR BENDING DETAILS

S-001

ANGLE SIZES ARE GIVEN IN MILLIMETERS, THUS, L 100 X 200 X 600 LG.

AED NORTH STRUCTURAL ENGINEERING SECTION FOR DIMENSIONS NEEDED.

DIMENSIONS MAY BE INTERPOLATED BETWEEN THE TABLE VALUES OR CONTACT

FOR ROADWAY WIDTHS NOT INCLUDED IN THE DIMENSION TABLE ON SHEET S-101

ACTION.

NOTIFIED FOR POSSIBLE FOOTING SIZE ADJUSTMENT OR SOIL REMEDIAL

OF NO LESS THAN 1500 PSF OR AED STRUCTURAL ENGINEERING SHALL BE

FOUNDATION SHALL BEAR ON UNDISTURBED SOIL HAVING A BEARING CAPACITY

STEEL PIPE.

AND THREADED RODS(UNLESS OTHERWISE NOTED), AND ASTM A53, GR B FOR

GRADE B FOR STRUCTURAL TUBING, ASTM A36 FOR OTHER STRUCTURAL SHAPES

STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500,

G E

N E

R A

L N

O T

E S A

N D S

C H

E D

U L E

D R

O P A

R M B

A R

R c d o c u m e n ts a n d s e tt in g s \n a e n d m u \p w w o rk

P -S -0

.d g n

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A F

G H

A N

T A

N D

T R

A P

O A

A N

S I

F P -S -0

.d g n

E A

D A

P T D

E S

U E

D F

O R C

O N

S T

R U

C T

A F

G H

A N

T A

F P E

C P D

E T

S-101

0 200010004001000

SCALE: 1 : 20

S-101 SCALE: 1:20

PLAN VIEW

S-501

KEYED NOTES

HE 260 B, EMBEDED IN CONCRETE.

"K" DISTANCE OF WIDE FLANGE).

10 mm STIFFENER PLATE, EACH SIDE OF WEB. (CLIP STIFFENER FOR

10.

HE 240 M

COUNTERWEIGHT

2 5

NOT USED.

S-502

THIS DRAWING.

SEE DIMENSION TABLE

SPAN LENGTH, S

AT LOCATIONS SHOWN EQUAL TO BOLT DIAMETER PLUS 2 mm.

LOCK WASHER AND STD HEX NUT. DRILL HOLES THROUGH PLATES

SIZE M42 (42mm DIA.) ASTM A-36 THREADED ROD THRU BOLT WITH

11.

SIZE FIXED

ASSEMBLY 1

SUPPORT

WIDTH

PER ROADWAY

SIZE VARIABLE

ASSEMBLY 2

SUPPORT

SIZE FIXED

FOUNDATION 1

WIDTH

PER ROADWAY

SIZE VARIABLE

FOUNDATION 2

THIS DRAWING.

SEE DIMENSION TABLE

ROADWAY WIDTH, R

POSITION

IN LOWERED

COUNTERWEIGHT

EDGE OF

600 600

1 200

600 600

1 200

200X100X10 RHS EUROPEAN RECTANGULAR HOLLOW SECTION

250X10 SHS EUROPEAN SQUARE HOLLOW SECTION

139.7X12.5 EUROPEAN CIRCULAR HOLLOW SECTION

168.3X12.5 EUROPEAN CIRCULAR HOLLOW SECTION

5mm CAP PLATE - SEAL WELD.12.

12 12

D R

A W

G T

A B

L E T

E N

F /2 S

A W

G T

A B

L E T

E N

F /2 S

T H

R A

S E

E D

E N

N T

A B

L E

F O

U N

D A

N L

E N

G T

H L

S-502

WELD ONLY.

GREATER THAN 25mm. SET AFTER ALL OTHER STEEL IS IN PLACE. TACK

MAXIMUM GAP BETWEEN 250X10 SHS AND 200X100X10 RHS IS NO

PROVIDE 200mm WIDE X 25mm HIGH PLATES X THICKNESS REQ’D SO THAT 13.

TO ALLOW FOR THIS ADJUSTMENT.

THAT SOME PLATES SHOULD BE FAIRLY THIN (SUGGEST 6mm TO 10mm)

CONTRACTOR IS RESPONSIBLE FOR THIS ADJUSTMENT. ALSO NOTE

ADDING OR REMOVING PLATES TO ACHIEVE THIS BALANCE. THE

NUMBER OF PLATES MAY NEED TO BE ADJUSTED IN THE FIELD BY

CROSS ARM TO LOWER IT SHALL BE 14.6kg OR LESS. HOWEVER, THE

CALCULATED SUCH THAT THE FORCE EXERTED ON THE END OF THE

TABLE. NOTE: THE TOTAL THICKNESS OF THE PLATES HAS BEEN

690mmX690mm PLATES BY TOTAL THICKNESS SHOWN IN DIMENSION

D R

O P A

R M B

A R

R P

L A

N c d o c u m e n ts a n d s e tt in g s \n a e n d m u \p w w o rk

P -S -1

.d g n

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A F

G H

A N

T A

N D

T R

A P

O A

A N

S I

F P -S -1

.d g n

E A

D A

P T D

E S

U E

D F

O R C

O N

S T

R U

C T

A F

G H

A N

T A

F P E

C P D

E T

KEYED NOTES

10 mm STIFFENER PLATE, EACH SIDE OF WEB. (CLIP STIFFENER FOR

"K" DISTANCE OF WIDE FLANGE).

PLATE 250 X 150 X 13mm.

10.

S-501

11.

S-501 SCALE: 1:20

COUNTERWEIGHT DETAIL SECTION

SCALE: 1:5

S-501

S-501 SCALE: NOT TO SCALE

CLIP AS NEEDED

TYP.

TYPICAL WF STIFFNER DETAIL

S-501 SCALE: 1:20

SECTION

DIAM 16mm REBAR @ 300mm MAX O.C.

EACH WAY EACH FACE AS SHOWN

PROVIDE MECHANISM FOR

POSITIVE LOCKDOWN WHEN

IN THE DOWN POSITION

REF

S-101

DRILL 100mm DIAM HOLES IN HSS MEMBER AS SHOWN.

5mm CAP PLATE - SEAL WELD IN PLACE AFTER FOUNDATION POUR.

2 2

5mm CAP PLATE - SEAL WELD.

7 SIZE M42 (42mm DIA.) ASTM A-36 THREADED ROD THRU BOLT WITH

LOCK WASHER AND STD HEX NUT. DRILL HOLES THROUGH PLATES

AT LOCATIONS SHOWN EQUAL TO BOLT DIAMETER PLUS 2 mm.

S-501

SEE COUNTERWEIGHT DETAIL

S-501 SCALE: 1:20

SECTION THROUGH COUNTERWEIGHT

ROADWAY WIDTH, R VARIES - SEE FOUNDATION DIMENSION TABLE, SHEET S-101

SLOPE 2 % SLOPE 2 %

890SPAN LENGTH, S VARIES - SEE FOUNDATION DIMENSION TABLE, SHEET S-101

EDGE OF COUNTERWEIGHT

IN LOWERED POSITION AND

EDGE OF PAVEMENT

S-501

200 690

690mmX690mm PLATES BY TOTAL THICKNESS SHOWN

IN DIMENSION TABLE.

600 600

1 200

600 600

1 200

250X10 SHS EUROPEAN SQUARE HOLLOW SECTION

200X100X10 RHS EUROPEAN RECTANGULAR HOLLOW SECTION

139.7X12.5 EUROPEAN CIRCULAR HOLLOW SECTION

168.3X12.5 EUROPEAN CIRCULAR HOLLOW SECTION

S E

C T

N S A

N D D

E T

D R

O P A

R M B

A R

0 200010004001000

SCALE: 1 : 20

:2 c d o c u m e n ts a n d s e tt in g s \n a e n d m u \p w w o rk

P -S -5

.d g n

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A F

G H

A N

T A

N D

T R

A P

O A

A N

S I

F P -S -5

.d g n

E A

D A

P T D

E S

U E

D F

O R C

O N

S T

R U

C T

A F

G H

A N

T A

F P E

C P D

E T

KEYED NOTES

HE 260 B, EMBEDED IN CONCRETE.

10 mm STIFFENER PLATE, EACH SIDE OF WEB. (CLIP STIFFENER FOR

"K" DISTANCE OF WIDE FLANGE).

PLATE 250 X 150 X 13mm.

HE 240 M

10. 19mm ROUND X 100mm HEADED STUDS AT 200mm O.C. MAX.

11.

12. DRILL HOLES AND EXTEND BARS THROUGH WEB.

E70XX

WITH RETURN TYP.

E70XX

S-502

E70XX

TOP AND BOTTOM OF PIPE 5"

CUT 89mm X 20mm WIDE SLOT AT

TOP AND BOTTOM OF PIPE 6 AND

CUT 102mm LONG X 20mm WIDE SLOT AT

NOTE:

TABLE, SHEET S-101

VARIES-SEE DIMENSIONS

FRAME OPENING, F

S-502

S-501

TYP.6

DIAM 16mm REBAR @ 300mm MAX O.C.

EACH WAY EACH FACE AS SHOWN

S-502 SCALE: 1:20

SECTION

S-501

TYP.

S-502 SCALE: 1:20

SECTION

S-501

2 2

NOT USED

TYP.

E70XX

13.

DRAWING S-101

SEE DIMENSION TABLE

FRAME OPENING, F

SIZE FIXED

REFERENCE DRAWING S-101

SUPPORT ASSEMBLY 1 AND FOUNDATION 1

SIZE VARIABLE PER ROADWAY WIDTH

REFERENCE DRAWING S-101

SUPPORT ASSEMBLY 2 AND FOUNDATION 2

305 1 613

1 613

DIAM 16mm REBAR @ 300mm MAX O.C.

EACH WAY EACH FACE AS SHOWN

FOOTING LENGTH, L VARIES. SEE DIMENSIONS TABLE SHEET S-101.

F/2

250X10 SHS EUROPEAN SQUARE HOLLOW SECTION

200X100X10 RHS EUROPEAN RECTANGULAR HOLLOW SECTION

139.7X12.5 EUROPEAN CIRCULAR HOLLOW SECTION

168.3X12.5 EUROPEAN CIRCULAR HOLLOW SECTION

NOT USED

PROVIDE 200mm WIDE X 250mm HIGH PLATES X THICKNESS REQ’D SO THAT

MAXIMUM GAP BETWEEN 250X10 SHS AND 200X100X10 RHS IS NO GREATER

THAN 25mm. SET AFTER ALL OTHER STEEL IS IN PLACE. TACK WELD ONLY.

F/2 400

14.

15. PROVIDE 18mm THICK PLATE AS SHOWN, PASSING THROUGH

200X100X10 RHS WITH END FLUSH WITH INSIDE FACE OF 200X100X10 RHS.

EXTEND WEB OF HE 240M THRU THE 200X100X10 RHS AS SHOWN. END

SURFACE TO BE FLUSH WITH INSIDE SURFACE OF 200X100X10 RHS.

DEPTH OF EXTENSION TO BE THE FULL DEPTH OF UNIFORM THICKNESS

BETWEEN FLANGE FILLETS.

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:2 c d o c u m e n ts a n d s e tt in g s \n a e n d m u \p w w o rk

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IDENTIFICATION

SHEET

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ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps

U .S

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F P E

C P D

E T

File details come from the government source that posted it. Updated Nov 14, 2017.